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Home My WebLink AboutRevision Truss Drawings 2 OFFICE USE ONLY: DATE FILED: _ PERMIT REVISION FEE: k, RECEIPT# PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE i FORT PIERCE,FL 34982-5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 13z g(a DETAILED DESCRIPTION OF PROJECT REVISIONS: j i CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: i506 06'a ST. LUCIE CO CERT.#: BUSINESS NAME: pan 61 CY P12 a i QUALIFIERS NAME: �n ec) ADDRESS: v, T�/zLc CITY: a �. CZ .§TAT ZIP: �3 �0 PHONE(DAYTIME): FAX: OWNER/BUILDER INFORMATION: i NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME:. FAX: ARCHITECT/ENGINEER INFORMATION: I NAME: ADDRESS: Filln on, '?g. }:c, CITY: `- ®J;ATE: I PHONE(DAYTIME): .Y r SLCCC: 9123109 c � Revised 06130/17 s i ry Job Truss Truss Type QtY Ply Std Pac/6511 EL D XSPVS6M 1 DX D09 Half Hip 1 1 A0070610 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:34 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-guEN85knBzJP 1 OyYRHKF3Fvsle_hyl3cEOpfKSyP WOJ 5-7-9 10-2-0 131" 1$-11-10 1 4 0 5-7-9 4-6-7 3-2-0 7-1 I 4x4= 3x4- Dead Load Defl.=1/4 in 4 5 6= 4.00 12 1.5x4 3 o_ m 10 m LW4 1.5x4 I I 2 m 1 Io e ° 15 B 16 r s 14 7 6 3x4= 3x8- 5x6= 10-2-0 13-4-0 1$-11-0 10-2-0 312-0 -7-10 Plate Offsets(X Y)- [2:0-3-2 Edge] [7-0-2-4 0-3-01 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.37 8-13 >439 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.63 8-13 >257 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:72 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2*Except* Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 Except` Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf, W4:2x8 SP No.2 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)zone;cantilever left CH BRACING- and right exposed;C-C for members and forces& TOP Structural wood sheathing directly applied or 4-8-0 cc MWFRS for reactions shown;Lumber DOL=1.25 plate .25 purlins, except end verticals. grip Provide adequate BOT CHORD 2)Provide adequate drainage to prevent water Rigid ceiling directly applied or 5-1-15 oc bracing. 3)Plpondates --] t Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and required rotation about its center. cross bracing be installed during truss erection,in 4)This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation quide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 5)`This truss has been designed for a live load of 7 = 595/0-7-4 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a 2 = 725/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 2 = 252(LC 8) 6)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 296 lb uplift at 7 = 296(LC 8) joint 7 and 372 lb uplift at joint 2. 2 = -372(LC 8) 7)This truss has been designed for a moving Max Grav concentrated load of 250.01b live located at all mid 7 = 595(LC 1) panels and at all panel points along the Bottom Chord, 2 = 725(LC 1) nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-3=-1083/1022,3-4=-542/396, 4-5=-453/435,7-10=-579/570, 5-10=-582/570 BOT CHORD 2-14=-921/1582,2-15=-1218/1003, 8-15=-1218/1003 WEBS 3-8=-587/825,5-8=-585/633 I e¢dg-r!esntr¢yar¢rrvt sltDo:nnu-sasEslAaasrEuuaeD�anAntDSTAx{strayserres^;surrl¢o ie TaprnratlmwlGiots¢ItisT,esOes hsrirTlR rgkLiuj7.ieS>@tLldvcaetlf,kh¢ eUgmsnh.aoddnMeIDD,ar g57dmttmrrSLtsssLiHosdhr r&imrhe.aiL heTmsDrga hpnEr;le.5}earDl Fapnel.4e sed sorry lDO repro!s¢uur.,3udae lydaand egsseiesrynalilgar¢elrye!ttesar eTnss trputdnlFelDDsar,Wal!Ft.lhi!sEysmnapnn lrrt±3¢s6nns,srnaiilh Anthony T.Tombo ITi,P.E. rJ osedhuL ss4r e>fr+!Gryis,ie¢sr¢sikifmd Unv.tle UrxiteA ritd eWrlie sa!Int Uesirnr,mF:.e aehGal5:l4(,aaY.;adtle6,aka'4 rd nlrnlf7rl.iNr}pmrdOelUD¢I nr Fie!i uedfie rnss.u;btiuR .-�.nsrye,ufiU4ur nd krrxy sSsli!±!rest as.i...t,d z80083 ' D:rtil:r0esizrtifcrre¢.All nus¢twtslhTDUrrl In pamus®spilan:sdtlsG,IbgC.:s�Sdq laa!aener;6(Sfj pldis6d tq TR.1Sr[Amra-flftr Teena!,pinm TMA5ns!>rnµ�ai5'.hnisWea3ts a'!:1!rss Designr,LessUes r,uTi�c¢ni irtss Nandraa,ee n'ess 4451 St.Lucie Blvd. E ise ldudlTau9�eped yesu+rriaq lTsDrsr.:r lnd¢iTleTreu Arta Equr IsG1b10.1 hsgw,eIT'w 510.yuxrdof WMI.lJI,y Lud s:os pees idadlolrl 1. Fort Pierce,FL 34946 (opllightm201dA-IRoolTiusses-Ambanyl.Tombolil,P.L Reproduction alibisdomment,inanylom4isprohibitedwitheldthewritteapermissionhomA-IReof fosses-Anthony1.Tonto 111,P.I. 1 I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX D10 Half Hip 1 1 A0070611 Job Reference o tional k- A1 Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:34 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-guEN85knBzJP10yYRHKF3FvsRel MyjMcEOpfKSyPWOJ 1 4-0 8-2-0 13-4-0 1 -11- 0 1 4-0 8-2-0 5-2-0 -7-1 4x6= 46= 3x4— Dead Load Defl.=3/16 in 3 4 4.00 12 9 0 0 m W3 en 1.5x4 II 2 o 14 7 15 0 13 4x4= 3x4= 6 5 Sx6= 8-2-0 13-4-0 1 -11- 0 8-2-0 5-2-0 7 1 Plate Offsets(X,Y)— [2.0-2-6,0-0-01,[3.0-3-4 0-2-41 [4:0-1-8 0-1-81 [6:0-24 0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.22 7-12 >746 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.37 7-12 >433 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:65 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except* NOTES- T 2x4 SP No.2 1)Wind:ASCE 7- ;Vum second gust) BOT CHORD 2xx 10 lt=170h34 SP No.2 p ( ' g ) WEBS 2x4 SP No.3*Except* Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf,- W&2x8 SP No.2 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)zone;cantilever left BRACING- and right exposed;C-C for members and forces& TOP CHORD MWFRS for reactions shown;Lumber DOL=1.25 plate Structural wood sheathing directly applied or 5-2-10 oc grip DOL=1.25 puriins, except end verticals. 2)Provide adequate drainage to prevent water BOT CHORD ponding. Rigid ceiling directly applied or 6-4-2 oc bracing. 3)Plates checked for a plus or minus 0 degree rotation about its center. MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 5)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 6 = 580/0-7-4 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 740/0-8-0 (min.0-1-8) bottom chord and any other members. Max Horz 6)Provide mechanical connection(by others)of truss 2 = 210(LC 8) to bearing plate capable of withstanding 270 lb uplift at Max Uplift 6 = -270(LC 8) joint 9 b uplift )This trusshasbeen designed for a moving 2 = -398(LC 8) concentrated load of 250.01b live located at all mid Max Grav panels and at all panel points along the Bottom Chord, 6 = 580(LC 1) nonconcurrent with any other live loads. 2 = 740(LC 1) FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 2-3=-842/640,3-4=-706/696, 6-9=-517/559,4-9=-511/555 BOT CHORD 2-13=-1958/1910,2-14=-717/717, 7-14=-717/717 WEBS 3-7=-195/387,4-7=-713/715 Sweig.II'mfi.q*rt!irwl.'A I13CF 07ssg,ilufrj 611MI,UNI([E:4ilcks sloterala-ulwair-1li'6sz-Ut but,pitad—i u4'9n¢Its NislneDirviy{R ui the AAurl.1.1,P,I.LId.-Amh:.n es!.Rdn;dleris!addu6e lCD,sx'p 41 M1L'x<onrms Ast;slili:a osedfuBe TCD to 6e nllL lmLns DnifshyirxxQ.e,sunvily 6[Iselr;.t§!s!cln or IDC¢preseasrtus[p�:e sl17!Iminslrsd ety'.nearer!sree9§Ilnytn§!IH FaNI§es:¢gielnst i!p;n!holle lCD adr,odui i.7ttmxye nnaWnes.lesi:eomcsnses,untlilry Anthony T.T 0 III, P.E. q 9083lr>da, u ¢lEse 1nsDH es)e;��sn¢fns 4451 St.Lucie Blvd. s'kr�iu INud{pa us¢f upend e}ee ie rmir{{r df Imn IFrcLei Tnein!s Cea�F>siear is lCi r�la:ay sttil:a,uLus srtw h}uer 2 mr§rC4y.Ili r;a;d s.ltms ns as INadnTli I. Upyri;hi02D16A-1RoofGusset-Anthony T.Tomho III,P.LReprodudiaaofthisdomment,in any form,isptohihstedwithem the written permission from A-1AoolTrusses-Anthony T.Tomb III,P.L Fort Pierce,FL 34946 i I Job Truss Truss Type QtY Ply Std Pac/6511�El-D XSPVS6511DX D11 Half Hip Girder 1 1 A0070612 Job Reference[optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:35 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-84olMRIPyHSGfAXI??rUcSS1 u2LGh7UmTgYCsvyPWO1 6-2-0 9-9-0 13-4-0 13-11-1p "(1 fi 2-0 3-7-0 3-7-0 0-7-1 i Dead Load Defl.=1/8 in 5x6= ,.5x4 II 3x = 1 1 4 1 4.00 12 4x6= 11 Oi 0 1 1 W3 N ut 1.5x411 2 m I� a a. s o 6, 19 9 20 21 ! 22 8 23 24 25 18 1.5x4 11 4x8= 7 6 3x4= 5x6= i 6-2-0 9-9-0 13-4-0 13-11-1p 6-2-0 3-7-0 1 3-7-0 0-7-10 Plate Offsets(X,Y)— [3:0-1-4,0-2-81,[7:0-2-4,0-3-01,[8:0-4-0,0-241,[9:0-2-8,0-0-121 ! LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.59 Vert(LL) -0.14 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.23 8-9 >716 240 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/i'PI2007 Matrix-MSH Weight:68 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)! WEBS 2x4 SP No.3`Except' Standard W3:2x8 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Vert:3=, 53(F)9=273(F)5=-151(F)15=-115(F) OTHERS 2x4 SP No.3 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 16=-115(F)17=-115(F)20=-59(F)22=-59(F) BRACING- (envelope);cantilever left and right exposed;Lumber 23=-59(F)25=-55(F) TOP CHORD DOL=1.25 plate grip DOL=1.25 Structural wood sheathing directly applied or 3-5-9 oc 2)Provide adequate drainage to prevent water puriins, except end verticals. ponding. 3)Plates checked for a plus or minus 0 degree BOT CHORD rotation about its center. Rigid ceiling directly applied or 5-6-7 oc bracing. 4)This truss has been designed fora 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 7 = 1298/0-7-4 (min.0-24) bottom chord and any other members. 2 = 1078/0-8-0 (min.0-1-8) 6)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 706 lb uplift at 2 = 169(LC 4) joint 7 and 624 lb uplift at joint 2. Max Uplift 7)This truss has been designed for a moving 7 = -706(LC 5) concentrated load of 250.01b live located at all mid 2 = -624(LC 4) panels and at all panel points along the Bottom Chord, Max Grav nonconcurrent with any other live loads. 7 = 1918(LC 23) 8)Hanger(s)or other connection device(s)shall be 2 = 1242(LC 19) provided sufficient to support concentrated load(s)80 lb down and 132 lb up at 6-2-0,115 lb down and 159 FORCES. (Ib) lb up at 7-0-12,115 lb down and 159 lb up at 9-0-12, Max.Comp./Max.Ten.-All forces 250(lb)or less except and 115 lb down and 159 lb up at 11-0-12,and 151 lb when shown. down and 155 lb up at 13-2-4 on top chord,and 381 TOP CHORD lb down and 191 lb up at 6-2-0,292 lb down and 21 lb 2-3=-2830/1131,3-15=-2360/907, up at 7-0-12,292 lb down and 21 lb up at 9-0-12,and 15-16=-2360/907,4-16=-2360/907, 292 lb down and 21 lb up at 11-0-12,and 295 lb down 4-17=2360/907,5-17=-2360/907, and 17 lb up at 13-0-12 on bottom chord. The 7-11=-1458/707,5-11=-1420/697 design/selection of such connection device(s)is the BOT CHORD responsibility of others. 2-18=-878/1875,2-19=-1115/2654, 9)In the LOAD CASE(S)section,loads applied to the 9-1 9=-1 115/2654,9-20=-1125/2721, face of the truss are noted as front(F)or back(B). 20-21=-1 125/2721,21-22=-1 125/2721, 8-22=-1 12512721,8-23=-1 22/386, 23-24=-122/386,24-25=-122/386, LOAD CASES) 7-25=-122/386 Standard WEBS 1)Dead+Roof Live(balanced):Lumber Increase=1.25 3-9=-145/963,3-8=-542/283, ,Plate Increase=1.25 4-8=-481/377,5-8=-918/2369 Uniform Loads(plo Vert:1-3=-70,3-5=-70,7-12=-20,6-7=-70 Concentrated Loads(Ib) 6edyeL•Fu BuFFydy,t•ItsFfSe'S 1 IODf Ir➢SSrSi i.(Ifl-}QIy!!TEN6(DFria6i5[OSIDM.1 xYSI j;.EerCR'�DSNEri'Ma.Tray deuyF yuFadan rA,ee!FYes n Isslaas Dns hsriylR4;u31ke Liufl.T:cls a!I.L Idnea:e U:Ft ktSre e_Ddus dhs�bt ddd FFtle 70D,saj kiiteosesmrriuss9dtNmeffn tte TDDahe Nd Aseirns DeslyF EFyias!ll.e,4e:IF!Jy[F9u:;3:td norlDD!eprzsnls ee ctsesa;e dne rrd:sAad scyberis[segsFsir,Ny�:ne essgndne skjeL ssL•y!nee FFtIe TUPadr,Facer irFl.lEe e':�pa nuaysna.6daT cnAnns.srtdil,!r Aysthony T.Tombo III,P.E. Fad el Fsedais iassSr FFy lFilluy isld respF!ilifmd t0alsr.Re Dazif 6M.'S'tZEd F,Y.d1"Ik lnEill6 Dtslyn!,mhalFFuald En lC 9e d:ndtlt il(dtsYiyllde ur r6l.A,syynaddlk,III n,filk!m dnt TrF3f.3di5g 1�;;mrgl.Wltiffdiu kid k0n Mitt F.l ft!rau4:!:q d 580083 ' IFerr'lep9:s;m!F:lfst-FOF.III cRs solo;tr NIDD F.s1 En y,WusmfyneeIwsdue ddeiq I.rant Sdeg laammaF;ttSll y'MM iy In of SEEAnenfla"d!ny<Fna!ndue lF�I feScet'l:ns6sas!ilmesgdd:i>:dyalnssaeciyFer,lFss 9er�Fop>•Frai Tnss Yaa,iFue:ca'ess 4451 St.Lucie Blvd. F4cMnldiFd lraudrtd Fper9 FrlFu'naui yldllaE<s iFadui rFeinss Cali EFyimer ltlCi:FEairay Gr;iyrer,srTass Srfsa EapFnrdoy sFil9z).III sy:T.lasiYsos Fu cs adaelhnEl. Fort Pierce,FL 34946 (oppiphlOPD16A-IRoalLusses-AmbooyI.Tombo III,P.T.Reptodudionof ibis dommen6inanyfosm,ispmbibiiedwithcol The.6"eopermissionfnnnAARwlTtusses-AnihonyI;Tomb III,P.E. I 1 Job Truss Truss Type Qty Ply �Std Pac/6511 EL D XSPVS6511 DX D12 Monopitch 4 1 A0070613 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:36 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-cHM8Znm1 iaa7HJ6xZiMj8g_AORm9QebviKlmOLyPWOH 1 4-0 6-0-15 10-1-0 6-0-15 4-0-1 4 1. I 4.00 12 3x4 3 to 1.5x4 II 2 1 \\i e. 12 6 13 5 11 3x4 1.5x4 II 5x6= = 6-0-15 10-1-0 6-0-15 4-0-1 Plate Offsets(X,Y)— [5:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.09 6-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.14 6-10 >841 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:48 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Plates checked for a plus or minus 0 degree BOT CHORD 2x4 SP No.2 rotation about its center. WEBS 2x4 SP No.3 3)This truss has been designed for a 10.0 psf bottom OTHERS 2x4 SP No.3 chord live load nonconcurrent with an other live BRACING- y TOP CHORD loads. Structural wood sheathing directly applied or 5-1-7 oc 4) This truss has been designed for a live load of pudins, except end verticals. 20.Opsf on the bottom chord in all areas where a BOT CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Rigid ceiling directly applied or 5-11-7 oc bracing. bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. MiTek recommends that Stabilizers and required 6)Provide mechanical connection(by others)of truss cross bracing be installed during truss erection,in to bearing plate capable of withstanding 423 lb uplift at accordance with Stabilizer Installation guide. joint 2 and 367 lb uplift at joint 5. 7)This truss has been designed for a moving REACTIONS. (lb/size) concentrated load of 250.01b live located at all mid 2 = 568/0-8-0 (min.0-1-8) panels and at all panel points along the Bottom Chord, 5 = 420/Mechanical nonconcurrent with any other live loads. Max Horz 2 = 334(LC 8) Max Uplift LOAD CASE(S) 2 = -423(LC 8) Standard 5 = -367(LC 12) Max Grav 2 = 568(LC 1) 5 = 483(LC 25) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-705/599 BOT CHORD 2-11=-1455/1462,2-12=-872l797, 6-12=-872/797,6-13=-872(797, 5-13=-872/797 WEBS 3-5=-902/988,3-6=0/354 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces St MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 Nna:ay P:re 5xts3 It an!.Ce'1'f[Of?CUSSES{Sit:1„ELt:LLI l:t4S t iCn6TDgS:lilOtt;MEI",t:[tp6S[DELLi4T ri'a,reedy 0;ten p.uiis tti Itir tell et ais rt1SS Mirl C O'l(IDDit9r!,Aft.T.raaM C,P..itttttl:We Ill.,m.W'ss 450..z!McWn Ill I D,Tale giiti ta*!!rkr rld!s sie9 it tSPE Ip fi±St;hie aCJ�t!1I Del:®Sntarer{:e51"s7E✓,a!��lese�¢rsyrJttyeccvsn!atrfurrieF!r•thsstt es33 ninpa ':hhi!N deurads!uiTlt St!eL±r4^eltaC±t.d¢It,rcle SPFl,rn±d±!iTt tSitSt`205.IFrSOT(C:?N!.R_.:.ih ¢dt!!etCSs lnss Meaty p;S+9ist.rt;pasir-'ry offt Gm.,ht D�xi tte�;ar:nl tytu tr.r 6c;:slCxu „h 6,uVir.e M lictle a(vi:1!Wl tal;f pdsori Pl-L p±>rrintl "„.�1:Ate!¢flEtli tad@t insl;aci:y!anfli!t.shier:,x�c?!he al Fe:nT tl:A t±p±rc!talsi;if7d '6'� ony T.Tombo tti,P.E. tit It lfat[:sig±t wii¢nanr.AAt3t;l al nlaae ti;ud!r!r!tes telyda 45dt1±&'Enia:>¢ett St!Ett lderzz:w1T31if»5Ea!f Sr IF1¢iS!(i¢e;.`xertt!!r.tucApiltYL PEI9dq!lbt{Eit#]nA_fs at lmzs d'xL•ris Deign:rein DtSge 1}+ttte Dtit93l tI�tI4GJtt,Iwi!Sl +800$3' teo.uafmnreRtha� r ,�r r�Dese>• p r r r a' 4451 St.Lucie Blvd. . �!c ey�n+,a i t; a!d.Aevn!Dcsi LanS,l9rrcttirta ani en Et?tnssrn±a[z!ralgie�c,.tie tI:,:rl±ratuccsrestteittnt.Eopytigbt.C2016A-I RoofItusses-Anthony1.TomboIll,P.E.Reptodu:fioneflhisdotmm,inanyfarm,ispmhibitedwdboultbtwriflenpetmissionIre.AIRealTrusses-AnihanyT.TamboIll,P.E. Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply �Std Pac/6511 EL D XSPVS6511DX D13 Half Hip 1 1 A0070614 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:36 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-cHM8Znml iaa7HJ6xZiMj8g_CdRjIQcXviKlmOLyPWOH 4-8-0 9-0-0 10-1-0 , 1� 4-8-0 4-4-0 i 1-1-0 ' 4x6— 1.5x4 11 4 5 4.00 12 1.5x4 11 3 '' W4 iiv3`; +n 1.5x4 11 2 1 � I & s 13 7 14 6 12 3x4= 5x6= 3x4= 4-8-0 9-0-0 10-1-0 , 4-8-0 4-4-0 1-1-0 Plate Offsets(X Y)— [6:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.15 6-7 >775 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.18 6-7 >645 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:52 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30'Except' NOTES- T2:2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; WEBS 2x4 SP No.3 h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS OTHERS 2x4 SP No.3 BRACING- (envelope)and C-C Exterior(2)zone;cantilever left TOP CHORD and right exposed;porch left exposed;C-C for Structural wood sheathing directly applied or 6-0-0 oc members and forces&MWFRS for reactions shown; Struts, except end verticals. Lumber DOL=1.25 plate grip DOL=1.25 BOT CHORD 2)Provide adequate drainage to prevent water pondRigid ceiling directly applied or 3-7-10 oc bracing. 3)Plates t WEBS Plates checked for a plus or minus 0 degree 1 Row at midpt 4_7 rotation about its center. 4)This truss has been designed for a 10.0 psf bottoim MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6 = 429/Mechanical bottom chord and any other members. 2 = 558/0-8-0 (min.0-1-8) 6)Refer to girder(s)for truss to truss connections. 1 Max Horz 7)Provide mechanical connection(by others)of truss 2 = 307(LC 8) to bearing plate capable of withstanding 569 Ib uplift at Max Uplift joint 6 and 641 Ib uplift at joint 2. 6 = -569(LC 8) 8)This truss has been designed for a moving 2 = -641(LC 8) concentrated load of 250.Olb live located at all mid Max Grav panels and at all panel points along the Bottom Chord, 6 = 489(LC 25) nonconcurrent with any other live loads. 2 = 558(LC 1) FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 2-3=-835/1927,3-4=913/2160 BOT CHORD 2-12=-1905/922,2-13=-2130/882, 7-13=-2130/882,7-14=-281/139, 6-14=-281/139 WEBS 3-7=-506/698,4-6=-472/953, ! 4-7=-2258/907 I� waaag fl�n 3r[sy!i sa!ts!ge'A'IQOT iiOSS`<T'S�sit')SUFUIr:tUS t eCaRJ!6%:CTLO;tNU jE[G78LFObk51'fsra Tat!e:s�ixraetas eed teat safes tet6is ims 6esyv 6esiep;'DQis��4:Fa�i.Gab P.if.lGene,eSfetti:lu9 n1.!'ces;e!ferisl sMeientltl0,nli NiiettTe!fft:iM:s sie91e 9tdfa'1L,hle siii As91ss3 two rq-.'2:s:!may r7,}run,seueJh-16!rsemsaa npusIi'upaihh,,4.inipM 9si>ile1—blied.1—M rth,nk 110 re Anti nusyaxc gfxtn,wd&n Anthony T.Tortlbo 111,P.E. aktoa an Tas'h'ar l fpobe aspoliWq d6s cw."r.CsWsenhdrd Apo.t+1-,*rh;Zhr9!Wmifdt llGth Rtaike l.'Ip0bg not W1111,1si eAi'aeldSrL6sd ees tidd 9seiWlrefba i opt store z. lha algaesni stall i.aa;ryasiAind 180083 ' a11NIdi,I�SI�taOdrlala>lif.All 9on"1sda'xT3:sxNiN'S.alaiir.Es!-llnW4q(.)amSdFlfidasaca(T.igrr55s9!diilflWSMQ '(4—al!r.ierrdi.idast.P"40 0ifnit-sir^HCidda,i1ti5;trots"vaSgaK,.ata&LgaGivaaaA l4;ii9aFi4dJte.Wiflf 4451 St,Lude Blvd. dea.!s<d-0.s rw40ep!d gmie soi'iq 6g%Win md!d.441sa 6essp Eegiatis l]i Gadollny 6esiine,,a +9ss Slsiea Eaiaadaikaiiliag.LegisaWdfa!m ausde`ux!isTFpf. Fo: Pierce,FL 34946 (cpy6gbia!1R16A-1 Roof Trusses-Antbanyl.lwba III,P.E.Rep!adulionof this dosament,in any fatal,isprohibited without theaitleape,missioafscmAd Roof losses-Anthony T;Toebo111,P.E. I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX D14 Half Hip 1 1 A0070615 Job Reference(optional) i +l, Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:37 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-4TwWm7mfTui_uTh77QtyhtXJ9r0682A3w_l JxnyPWOG -1-4-0 7-0-0 10-1-0 1-4-0 7-0-0 3-1-0 5x6= 1.5x4 II Dead Load Defl.=1/16 in 3 4 II� 4.00 12 \ 1 W2\'\ i 10 1.5x4 11 --__----�,� 1 e• d. n e 12 6 13 5 11 1.5x4 II 5x6= 4x4= 7-0-0 10-1-0 7-0-0 3-1-0 Plate Offsets(X Y)- [2:0-2-10,Edge),[3:0-14,0-2-81 [5:0-3-0 0-3-01 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 0.86 Vert(LL) 0.25 6-10 >484 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.22 6-10 >531 240 BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(TL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:46 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* NOTES- T 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2xx 4 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS BRACING- (envelope)and C-C Exterior(2)zone;cantilever left TOP CHORD and right exposed;porch left exposed;C-C for Structural wood sheathing directly applied or 5-5-15 oc members and forces&MWFRS for reactions shown; puriins, except end verticals. Lumber DOL=1.25 plate grip DOL=1.25 BOT CHORD 2)Provide adequate drainage to prevent water Rigid ceiling directly applied or 3-3-5 oc bracing. ponding. 3)Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and required rotation about its center. cross bracing be installed during truss erection,in 4)This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation guide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 5) This truss has been designed for a live load of 2 = 584/0-8-0 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a 5 = 404/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 2 = 248(LC 8) 6)Refer to girder(s)for truss to truss connections. Max Uplift 7)Provide mechanical connection(by others)of truss 5 692(LC 8) to bearing plate capable of withstanding 692 lb uplift at Max Grav joint 2 and 518 lb uplift at joint 5. 8)This truss has been designed for a moving 2 = 584(LC 1) concentrated load of 250.01b live located at all mid 5 = 475(LC 25) panels and at all panel points along the Bottom Chord, FORCES. (lb) nonconcurrent with any other live loads. Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. LOAD CASE(S) TOP CHORD Standard 2-3=-473/1008 BOT CHORD 2-11=-3802/1795,2-12=-1078/417, 6-12=-1078/417,6-13=-1119/440, 5-13=1119/440 WEBS 3-6=-675/371,3-5=-565/1438 tfneaqP:ro,rpa;tsyilp it+;±*h'i;IC9F lOSSRiS?�1'g:�agUlirLY.St(CNOtl7X1(I;i�CN'GPFI"::SYOR1r0EUiiI'h:a.ielukt?u�psnevs evlieade±les ce f5i+7+ns6erlpe Ce.ieq{fDOie:iluic'ewp i.r>:3e�.P�rEva+eiiel reran rv..2cgs e!ic.ist seG:6 ea�e T;D,aal. Ndetcsnede llel:s sidtie rrdhr5±f6g to le+i i is a I:e+s f1f.'L ayh±er{is.,iyer:"ery fap�eet,toe sad u ecr PO r±r;e; s e'+vJerhu=si drs'sfess!as'+uq:ve+sd rzgusll:h,h+!'se deUge d ae chyle i+rs lipid±G eo 18ah,Wtr I1FI,fe±lesige nuap'xas,s3m�ar..i5e¢s;ez!:::'ah ec! ±Fnis:uss Hr of s:e n!^sa!'rdriefrxe:,he U.vi seede lrl +!e.e Sd° aS ,hl3r lE^:IY!!I:e II(,Ce IIX�:.t ilxSl i§dr'�eLa4 ad'NI Aa Arithony T.Tombo III,P.E. �r '! i q ] 3 pP:nl @l_6ex3ais¢Idea±eReGess,mrgn0uysunemzsasl4agstegi±a±resNe+rtd<d #80083 4451 St.Lucie Blvd. I Cerdsuyr:unnol,em,n.l r es+etMo51�d4pacusWy .usdG+t='cn(s>mS e,Me+zcssTS F xSlt f WR.Am++t,.vend;xrrxdraleeT?Ildm.+he?<:yusmCe+allhu> 1:su5m •,:+n:Pxup&ra adFrossHa uav,mSse et4nsrdr'nrl i!eL:hrin,±ed epa ie nq'sgkp iryrfirs ir,+Ld.`tr loss6esigv Eey�ese is e4itir{dtthq Oniyueee`oss irsreaEei±cdeeek teiry.L+:pi44::l l±;aecenleheelu iPFl.(epysighs02016A-IRoofTrusses-Arthony1.TsmheIll,P.E.RefithaiaaatphisdMostnt.inanyform,ispohibiledwilhoulthewrittenp anissionItemAiRoofLusses hifinnyT.iamba111,P.E. For*Pierce,FL 34946 i Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS65'11DX D15 Half Hip Girder 1 1 A0070616 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:37 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-4TwWm7mfTui_uTh77QtyhtXMlr2s81 M3w_l JxnyPWOG -1-4-0 5-0-0 10-1-01 5-0-0 5-1-0 I DgpA opd Defl.=1/16 in Sx6% 4 1 1 4.00 12 I iW1 1 1 i 2 1.5x4 II i 1 ° 6• 14 1 15 16 17 n o• 6 p 5 3x6 II 13 5x6= 3x4= 5-0-0 10-1-u 5-0-0 5-1-01 Plate Offsets(X Y)— [3:0-1-4 0-2-01 [5:0-3-0 0-3-0) 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 0.69 Vert(LL) -0.24 5-6 >506 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.31 5-6 ! >387 240 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:46 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* NOTES- T2:2x4 SP M 30 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)! BOT CHORD 2x4 SP M 30 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsfl WEBS 2x4 SP No.3 h=25ft;Cat.II;Exp C;Part.Encl.,GCpi=0.55;MWFRS OTHERS 2x4 SP No.3 (envelope);cantilever left and right exposed;porch I TOP CHORING- left exposed;Lumber DOL=1.25 plate grip DOL=1.25 Structural wood sheathing directly applied or 3-10-6 oc 2)Provide adequate drainage to prevent water pudins, except end verticals. 3)Plates l es checked for a plus or minus 0 degree BOT CHORD Plat rotation about its center. Rigid ceiling directly applied or 5-10-7 oc bracing. WEBS 4)This truss has been designed fora 10.0 psf bottdm 1 Row at midpt 3-5 chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required 5).This truss has been designed for a live load of cross bracing be installed during truss erection,in 20.Opsf on the bottom chord in all areas where a accordance with Stabilizer Installation guide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. REACTIONS. (lb/size) 6)Refer to girder(s)for truss to truss connections. 2 = 790/0-8-0 (min.0-1-8) 7)Provide mechanical connection(by others)of truss 5 = 802/Mechanical to bearing plate capable of withstanding 915 lb uplift at Max Horz joint 2 and 892 lb uplift at joint 5. 2 = 189(LC 4) 8)This truss has been designed for a moving Max Uplift concentrated load of 250.01b live located at all mid 2 = -915(LC 4) panels and at all panel points along the Bottom Chord, 5 = -892(LC 4) nonconcurrent with any other live loads. Max Grav 9)Hanger(s)or other connection device(s)shall bel 2 = 1023(LC 18) provided sufficient to support concentrated load(s)347 5 = 1407(LC 21) lb down and 393 lb up at 5-0-0,and 176 lb down and 211 lb up at 7-0-12,and 161 lb down and 197 lb up at FORCES. (lb) 9-0-12 on top chord,and 700 lb down and 374 lb up at Max.Comp./Max.Ten.-All forces 250(lb)or less except 5-0-0,and 284 lb down and 41 lb up at 7-0-12,and when shown. 277 lb down and 30 lb up at 9-0-12 on bottom chord. TOP CHORD The design/selection of such connection device(s)is 2-3=-2296/1479,4-5=-263/307 the responsibility of others. BOT CHORD 10)In the LOAD CASE(S)section,loads applied to the 2-13=-1378/1413,2-14=-1450/2151, face of the truss are noted as front(F)or back(B).' 6-14=-1450/2151,6-15=-1488/2265, 15-16=-1488/2265,16-17=-1488/2265, 5-17=-1488/2265 LOAD CASE(S) WEBS Standard 3-6=-443/1339,3-5=-2396/1574 1)Dead+Roof Live(balanced):Lumber Increase 1.25 ,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,3-4=-70,5-8=-20 Conce rated Vert:6=t343(F 3 Loads 22 F 11=-79 F 12=-69(F) O O O 15=-53(F)17=-39(F) tlme:ay Pease 5xtnis rts4+Ike%,I@9Fl[ML5 r<.iliri;;kIULTRMSt(GgOiM1�Yi(L510Y I'CU:,1`XCtpi(EoSY(t?Ipa tna',.lt:ayreaeus edsni etas re Itis rsns eeNttCuvtODlnal:v4::nit.G:Je�.(Lic'ettta&wl hoe-tom,6'—t W4.rx IN.sdr q,,etrttvefat{Irles sk8te est3latie tG2hlt tai tsttetss Cei�a(gaeer(is,iysshq:a7;ae11tle sea!ursyt 7,rtettssmvtrytnr;fa et ist45s4�itay:seerzgruyxs;h4r et irsipdat shyleimsteyCetes5e 1p7eely,euxlUl.Renig es;.stku :vt ae:lxs;sa^..mu`n Arsthony T.TombOII:,P.E. tN esetl sksl�st lir¢y A�+3is'terUttasrx`h epee C+4e,fit9xtts5(9lhi.tel eyasu!etz::4g tar scnYt«a'tra`Hs II(,de2(uw'",tle:tl hdfat sdt a+l tylt ice e7traeaidkl9 at ety fiell esedRe inss,nCut;:t 4n0nl,shr¢-. :t`,a edkesu35te0hAe restmsrs lil^rd 80083 list.ilfuyLvsiper dt beaenu.An a�xs ut tdn!x1E3 ed du tn�us ul y::sesdde{i,fey(xpamSdcrf MersaaalZ:tOpi'-55:ihifl etc cl.tee«'ertuN(,rSm!d tatare.Rts ddmsfke!esyeun,l:`�s aAlaus elk ltsss Cts:gatt,uass tes+yx(ey,eeu meT:nsspuatttber,wfess 4451 St.Lucie Blvd. ' eRts dle'ealtya ReSrt epee(gsa it nest'ty¢;ycsias u•Artt ikt�ss laAp(q-w 6t lnitiq Msitatce Toss tysteo 6;ecdn.Nlfmj,lilnyi4h,d Lm."s erhtt 41M. Fort Pierce,FL 34446 (a sbtsC2Q1AA-1Roo11russes- temballLPw.Resadartianatibisdasamaat;inan form,is prohibited etmissiaohamAIIndhusses-Anthan Linda III,P.L PY�9 AnthonyY P Y P P Y I I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX D16 Jack-Partial 1 1 A0070617 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:7.620 s Apr 30 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:38 2016 Page 1 I D:W?qu Lcr?Re?LfzLe98RjH4yHM91-ZfUu_TnHECgrWdGKg7PBD54am FPXtZ2C9ensTDyPWOF 1 4-0 3-9-7 8-1-0 1-4-0 3-9-7 4-3-9 1.5x4 II 4 4.00 12 3x4 3 3 i 1 !n 1.5x4 11 2 s 7i 1U LA o d. t6 12 6 13 5 n 11 1.5x4 11 4x6 11 2x4 II 3-9-7 8-1-0 3-9-7 4-3-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.05 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.08 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:40 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 3)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live WEBS 2x4 SP No.3 loads. OTHERS 2x4 SP No.3 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 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 6-0-0 oc bottom chord and any other members. puriins. 5)Refer to girder(s)for truss to truss connections. BOT CHORD 6)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 6-7-0 oc bracing. to bearing plate capable of withstanding 258 lb uplift at MiTek recommends that Stabilizers and required joint 2 and 190 lb uplift at joint 5. cross bracing be installed during truss erection,in 7)This truss has been designed for a moving accordance with Stabilizer Installation uids concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, REACTIONS. (lb/size) nonconcurrent with any other live loads. 2 = 458/0-8-0 (min.0-1-8) 5 = 349/Mechanical Max Horz LOAD CASE(S) 2 = 205(LC 8) Standard Max Uplift 2 = -258(LC 8) 5 = -190(LC 12) Max Grav 2 = 458(LC 1) 5 = 395(LC 25) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-679/576 BOT CHORD 2-11=-242/297,2-12=790/717, 6-12=-790/717,6-13=-790(117, 5-13=-790/717 WEBS 3-5=-751/828,3-6=0/282 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=6.Opsf,BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1,25 2)Plates checked for a plus or minus 0 degree rotation about its center. vne�Pea;e Bns�th}!};latte'i;t09r IIGSSESiY3(Tr.!(tslliUtit(CgGT Yi(@ACtt�tlnEl"d(tu7i1E0ei'i1T itt4 rtldr M!p pmem W sell ulls t1oui TM16lrissVI1l;(R(md3lsa�.I 1.Tmlt In.PEIEema Putt IsIve a a.Ztim oai}!st-aa asTD.ltlr N'lt iamlhr t6lsstelle rel M'i•[(:ht!!`ui As et!!ss Glr:m atnelrli e.51lr`.TEn}wn;,R!}lslnnr trJr?Kue=smaxlpaasth P'rt!+[as mrirlrs7 rzsrulsia_irlerkldltq}!1!Sl sagl!'rers tlti3ltmt5lT"G ld+,new1PNL n.-bit:e}may s..l xN,ieE::}e:S:fi kntElerl T.TOmbo lt: P.E. W.H 0hs h.'s roll_Aj ist.'joI6 d It,f."fi,cTlws.As Iquin at W-4olva'r'h 6t;!-e12thll(.11alul:L hx.6 hi'3hptt.11111.It.-Rp.311�,T;T 14.1 14w it ttziI s:od'd-gS.hoj,swrol.km4at.ad t'fl1q Isd t:m!ll:t�}Rd�i 0 y t$(�(�83 ' ' nl tnlfutt4up!}adumxncillsain sa Ma:i:i5'F2t G.:r'MQ}lFltY.t�.b}E1:3 Litt.47Ri[IS¢fEi(16191RS:AIr%i�rY.tlr iHKd RtilEHltl!(Y'S£Y!ilr+(BXR T?!Id✓?A!}St iFsfJf}�lir!}m((Atllf(.�iThli Gii! :i}ri}EtL}1LrilFI LI Ttf}S t1fl6{LCIY.!(,A+ISf tla-1 to IP.(.4.n et e.id�fr e; runlet.itlLnr Dlf Ec�em is 451 fil rald!!Desi wcoa'>ts S!srm Eepx�llen l+;le lil is ilulad ler!,}au}t:!,lvt ulrFl. 4451 St.Lude Blvd. ! e Fort Pierce,FL 34946 Copyright'V 2016A-1 Root frusses-Anthors T.Tcmbo III,P.E.Re reduction of this dmau nt,in anyform,is•rohibited without the xrlten ermissioe from A-I Roof Trusses-AnthonyTombo III:P.E. Y P t r P Y I Job Truss Truss Type Qty Ply Std Pac/6511 EL D SPVS65°11DX D17 Jack-Partial 3 1 A0070618 Job Reference o'tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:38 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-ZfUu_TnHECgrWdGKg7PBD54XBFRMtTiC9ensTDyP WOF -1-4-0 3-9-7 8-1-0 1-4-0 3-9-7 4-3-9 1.5x4 II 4 4.00 12 3x4 3 3 I 1 n 1.5x4 11 2 `i 1 o n n e 12 6 13 5 tr 11 1.5x4 11 5x6= 3x4= 3-9-7 8-1-0 i i i 3-9-7 4-3-9 rl Plate Offsets(X Y)— [2:0-1-10 Edge] [5:0-3-0 0-3-0] 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 0.65 Vert(LL) -0.07 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.09 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:40 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Plates checked for a plus or minus 0 degree BOT CHORD 2x4 SP No.2 rotation about its center. WEBS 2x4 SP No.3 3)This truss has been designed fora 10.0 psf bottom OTHERS 2x4 SP No.3 chord live load nonconcurrent with any other live BRACING- loads. TOP CHORD 4)'This truss has been designed for a live load of Structural wood sheathing directly applied or 6-0-0 oc 20.Opsf on the bottom chord in all areas where a p T rectangle 3-6-0 tall by 2-0-0 wide will fit between the ROOT CHORD bottom chord and any other members. Rigid ceiling directly applied or 3-10-12 oc bracing. 5)Refer to girder(s)for truss to truss connections. MiTek recommends that Stabilizers and required 6)Provide mechanical connection(by others)of truss cross bracing be installed during truss erection,in to bearing plate capable of withstanding 426 lb uplift at accordance with Stabilizer Installation guide. joint 2 and 353 lb uplift at joint 5. 7)This truss has been designed for a moving REACTIONS. (lb/size) concentrated load of 250.01b live located at all mid 2 = 458/0-8-0 (min.0-1-8) panels and at all panel points along the Bottom Chord, 5 = 349/Mechanical nonconcurrent with any other live loads. Max Horz 2 = 205(LC 8) Max Uplift LOAD CASE(S) 2 = -426(LC 8) Standard 5 = -353(LC 8) Max Grav 2 = 492(LC 22) 5 = 445(LC 25) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-756/1476 BOT CHORD 2-11=-573/250,2-1 2=-1 6491710, 6-12=1649/710,6-13=-16491710, 5-13=-1649/710 WEBS 3-5=-744/1726,3-6=-491/330 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and GC Exterior(2)zone;cantilever left and i right exposed;'porch left ezposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 YntaO-Paau+uru}'1!ii;f.Mt'idI 7110'SL1'S?�Ei'1. %1LL119ki L:OMO?rGXS:4iiCY!!U!EI"A;rUYt10E5tV5"n,reryhVp laxsthta"!teal"hisf skis leis Drip L,-q(i001ed4e 41.y Mmh 11 F.E.ldem No iktis, gelsc'fexist sY:eE"iki;Aulr klet{aa4du rldts sEfilt redM3i IC_hle idit Asf ieeu Ceca EalSterlie..Srer^_r Ea�di#:sed"¢iCJnTfs.simixiltni!e!h pfh:i:rz7i fa .ei�7rzsl"s''.h txi me&i dadh!saTle"1f Lr''.^dn;•tiT9C wr,nr2lr}I.t,fi,i gnthony T.Tombo 11i,P.E. e{dfstftWis Iris hoar "2ageshartfsas.`tfdfeCrx,G{Osafs{n4w:ed{gd"9e ls:gr -.Y.w Gtlff4id e:s'IICt1{6:"dht leer!enid:'ar FNtaif irN,ik ryfind Y'4e1:A pd EEi 6tU I.YWf TfH.S<6L.<gilr,iWt@e6,S,ii£C'S�RRJ Seag le Ae:li)ilSlld?itt ;:80083 rut.ddiq GitigfEr al{eehsttt.Illadei id til a 5tTrtftl N rfcai"d gwW.'.ats dtEelx�X.q(.;.,"Witt 14,"..X-irl r�Stiaaei irifl fat Sul.idtinnab!t-d pdrev.T!TI di!nis fae rFipashi0^it o-al!+tits d 5e I"ii sEi�4Ww:rtifi t'tl�Ei1VtFf aaElRii Waet{drtr.WilSS ' 'dkr<Sr MrwElrfr"hw.l eel hss€i Es a es endrtd.31Tds5 DtD �*hehi hddldn la:i w,f?1Etsd!sieoF•'.,:d"rli0da,.fge OSfiitl L;zs eius hhedulYrl. 4451 St.Lucie Blvd. m.�, q � s•�.- - r w �� s r fort Pierce,FL 34946 ,(opy{ighld2R16A-1 Roof irises-Aatbonyf.Tombolfl,P.E,Reptoduitional this daamam,is any form,ispaahib0ed without the wtitlenpetmis sine Item Ad loaf basses-Anthony T:To bo111,P.F. I I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX D18 Half Hip 1 1 A0070619 Job Reference(optional) +. Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:39 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-1 r1 GBpov?Vyi8nrWEgwQmlcdefhPcyfMOIWQ?gyPWOE 14-0 4-51 7-0-0 1N 1 4-0 4-5-1 2 6 15 -40 48= 1.5x4 11 Dead Load Defl.=1116 in 4 5 4.00 12 1.5x4 3 W2 21kW3E 5 1.5x4 11 2 1 S 6. 13 4+. € 1 Q 6 7 6 12 5x6= 4x4= 5x6= 7-0-0 1.1_0 Plate Offsets(X,Y)- [2:0-0-14 Edgej [4:0-5-0 0-2-01 [6:0-3-0 0-3-01 [7.0-3-0 0-2-121 7-o-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.21 7-11 >446 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.21 7-11 >445 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:42 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;VuIt=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; OTHERS 2x4 SP No.3 h=25ft;Cat.11;Ex C;Encl.,GC r0 18;MWFRS BRACING- and C-C Exterior(2)zone;cantilever left TOP CHORD (envelope) ( ) Structural wood sheathing directly applied, except end and right exposed;porch left exposed;C-C for verticals. members and forces 8e MWFRS for reactions shown; BOT CHORD Lumber DOL=1.25 plate grip DOL=1.25 Rigid ceiling directly applied or 3-8-10 oc bracing. 2)Provide adequate drainage to prevent water ponding. MiTek recommends that Stabilizers and required 3)Plates checked for a plus or minus 0 degree cross bracing be installed during truss erection,in rotation about its center. accordance with Stabilizer Installation guide. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live REACTIONS. (lb/size) loads. 2 = 458/0-8-0 (min.0-1-8) 5)•This truss has been designed for a live load of 6 = 349/Mechanical 20.Opsf on the bottom chord in all areas where a Max Horz rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 186(LC 8) bottom chord and any other members. Max Uplift 6)Refer to girder(s)for truss to truss connections. 2 = -432(LC 8) 7)Provide mechanical connection(by others)of truss 6 = -347(LC 8) to bearing plate capable of withstanding 432 lb uplift at Max Grav joint 2 and 347 lb uplift at joint 6. 2 = 492(LC 22) 8)This truss has been designed for a moving 6 = 445(LC 25) concentrated load of 250.01b live located at all mid panels and at all panel points along the Bottom Chord, FORCES. (lb) nonconcurrent with any other live loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD LOAD CASE(S) 2-3=-541/1062,3-4=-253/443 Standard BOT CHORD 2-12=532/240,2-13=-1238/498, 7-13=-1238/498,7-14=-529/260, 6-14=-529/260 WEBS 4-7=-1354/712,4-6=-706/1438, 3-7=-427/883 b u f kflqi:ktti d¢frd tk(±4t'tkS±(tr63 Jai RlPP rSdSfiSdi b SP�a�7i'±'tr.rE aeiFUrr 7EaI§r;leM:eir tiirxC9.@gTenUaY°7S(eCs7l.u.Yu}�tltMe t±;t96(rGkrO iIfJlOE gIb±YY[eSigrr?ir Oai.e'i<nry'luE'lug rAr'^rs zi'adaHqik"oft 119tr daear ulsee9 eefesnMis?nss DrHga6uiep Dpic!!Y�a!imq i.il:b�.r..l{e•.eee i7eetiefne rn.Xnq m7nsists e6±a ID,wlr f1pe1eHsge±Sgmma::hbe.^.+t?Siq¢dnS rlr§Ie slier lyl,^!d±¢?!7 qt±te,KtG trt t,rk!l:SI§e 1rSiTgF2]1.k�q:MrS"1¢61r 9r.�k%ah Anthony T.Tom T. o I;o If',,P.E. astned�slnssi±r A'L+q.s„3npr..±.7dt;r Cn?s.5r 9.e:ssdker gel rped Er lt+=:xj C1 ,RGt 1L.fY,E I§41IG lIKist u!IHIJ IaFti3p i(�£CSt 7?Id.TD±ryqFid i�o±i:}I3t 61 htY Eatl ss-orL-lm0iq.clu iG,.to slknet dell l±a±resrAsnd?sd . 3 art.il§ugo3u;*fr ail re±nmr.Sge�er ed¢du7±ified3r p¢wrerl g•::..assda±t+l gi+xe en Sdti hlerzrmgY,SPq»es4l Fril ed SKA ser<twerrd!xpexdpalrse ir4l!?m.Sht lf,N±SrrL:nCdldK19I5.Ilt!SGfI^G:IiaStlL§!!IQtW P17Me WK!ILC<.ee,r9�±5f ' ±Ytr.iu dr,5xl1!e R±4rd rped rya4Rikq kq o'r b,rAN.;l±lnsr 6±sir brim lr tJi@ck.iuiry Psrtge±,,es?rns ggnw hsse<dmhaty.l upaa:d tera:vrnideednifl1. 4451 St.Lucie Blvd. • Fort Pierce,FL 34946 (epyright1016R-Ignol(russes�tr:?hunyCTcmhelll.P,E.Repredutlianchhisdt:anent;inanyletm,itpmhibitedxit.nulthewrittenpermissiar.lremA�itnalLnssxrdnthenyl.insbn0l,P.E. Job Truss Truss Type QtY Ply Std Pac/6511 EL D XSPVS65°11DIX D19 Half Hip Girder 1 1 A0070620 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek In Inc. Wed Oct 26 15:26:39 2016 Page 1 ID:W?quLcr?Re?Lf7Le98RjH4yHM91-1 rl GBpov?Vyi8nrWEgwQmlckaflcc_RMOIWQ?gyPWOE -1-4-0 5-0-0 8-1-0! 1-4-0 5-0-0 3-1-0' 4x8= 1.5x4 II 1 4 4.00 12 12 iW1 1 \ 1.5x4 11 2 \� I 1 ° 0 13 6 14 15 5 6 0. 12 3x6 II 5x6= 2x4= 5-0-0 8-1-0 5-0-0 3-1-0 Plate Offsets(X Y)— [2:0-0-6 Edge] [3:0-5-0 0-2-01 [5:0-3-0 0-3-01 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.08 6-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.13 6-10 >710 240 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.02 51 n/a n/a BCDL 10.0 Code FBC2014[rPI2007 Matrix-MP Weight:37 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live WEBS 2x4 SP No.3 loads. OTHERS 2x4 SP No.3 5)`This truss has been designed for a live load of BRACING- 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 4-9-11 oc bottom chord and any other members. purlins, except end verticals. 6)Refer to girder(s)for truss to truss connections. BOT CHORD 7)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 5-8-4 oc bracing. to bearing plate capable of withstanding 628 lb uplift at MiTek recommends that Stabilizers and required joint 2 and 764 lb uplift at joint 5. cross bracing be installed during truss erection,in 8)This truss has been designed for a moving accordance with Stabilizer Installation guide. concentrated load of 250.01b live located at all mid panels and at all panel points along the Bottom Chord, REACTIONS. (lb/size) nonconcurrent with any other live loads. I 2 = 596/0-8-0 (min.0-1-8) 9)Hanger(s)or other connection device(s)shall be 5 = 688/Mechanical provided sufficient to support concentrated load(s)224 Max Horz lb down and 284 lb up at 5-0-0,and 87 lb down and 2 = 145(LC 4) 140 lb up at 7-0-12 on top chord,and 697 lb down Max Uplift and 442 lb up at 5-0-0,and 283 lb down and 108 lb 2 = -628(LC 4) up at 7-0-12 on bottom chord. The design/selection 5 = -764(LC 4) of such connection device(s)is the responsibility of Max Grav others. 2 = 776(LC 18) 10)In the LOAD CASE(S)section,loads applied to the 5 = 1212(LC 21) face of the truss are noted as front(F)or back(B). FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 1)Dead+Roof Live(balanced):Lumber Increase 11.25 2-3=-1417/954 ,Plate Increase=1.25 BOT CHORD Uniform Loads(plf) 2-12=-302/476,2-13=-942/1328, Vert:1-3=-70,3-4=-70,5-8=-20 6-13=-942/1328,6-14=-985/1425, Concentrated Loads(lb) 14-15=-985/1425,5-15=-985/1425 Vert:6=-336(B)3=-15(B)11=-78(B)15=-48(8) WEBS 3-6=-511/1148,3-5=-1648/1139 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);.cantilever left and right exposed;porch left exposed;Lumber DOL=1.25 plate grip.DOL=1.25 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. Yr+aag Prsu txcxjs4?er±rtt:'A;1DDF itO:SB[S€TF?T311Ir1YSt:DN6:foliS:L>TCY"tNEr",trC16V1ED-nf4r51'fna.trrr.ks:s..gn'sr:n:red rest ales is 7kittmsDrip[<rriri�DDies1!ie:s Gi.ttxL2Q1s1!sWailia.xe.4"m 65"getdro;k ro my Niel murfs+ghles sgs'Ile rselhr'fe'Lhlesstii hrtmsCe aSraetr{ie_Spea'?6g sry;.Me sed ra¢g RD nyera!rmsssglw�cbprhs;+nn:tsg;xet¢a ttsrasi�.:hM!!sbs,pdzs,rels isnsisgL^eGaSeP.9Wr,rtE?rlgld rr.kilj:esrag:xm,u--sae.:arze:.w^-5n Anthony T.Tombo IIi,P.E. rtd estAp,trr ss tit eT l.:iagis»r.ntgnz>.rydkt Cxvr,hr Oxen srstgri ndrgran»s6�rgns`g;x,hhr y!ier`P.r I14 he R:¢1Re tart gspdhg tNrral�ffl.lgs sgpnrl a•»:I:Dnt FT lirldr;rd„rims,addagl»flrsT.sb+egsxi:'rurel l'r®3 s1:0 gs Asnipesnil7 rf 80083 Yaet ilinj Pssipvalfiena:Iri.111axn ui rd n'kTD)eM"ut gncns aegrier:ussd»rEs!Gxg(asssrea Srhtf l¢lerzrsx(t:igrai'-sxi gs iryalfhg ae,e;aeers!'x;earrf gs6xe.7!419dnss tee n,peugd.::In ed MusdSrT:sss".eupr,:mstarp'.�iven ud':nss N:e:trduer,salrss 4451 Et.Lucie Blvd. aktrise M.Mr !r Rrhsd rt i epx h•s�gt si pkfi a.Aid.14 Trms Dtsip 1,g it QMfst17en1 Desipa,x asrr Sgstrnrr;i—.dw hiliag..F a;iWellsns ar m knife 4191, � Fort Pierce,FL 34946 (opyrigbt V 20id kl Roof bosses-Anthony J.Tombe 111,P.E Repmdu:tioc of this domm!el,in any form,is pichibifed rrilbul the vrfien pedmission from Ad loci Trusses-Anthony T,Tomba ill:P.E. I I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX EG6 Jack-Open Girder 1 1 A0070621 Job Reference(optional) It , Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:40 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yH M91-V2beP9pYmp4ZlxPioYRfJ W9wC37fLMSVdyGzX6yPWOD 3-2-2 5-1 0-0 3-2-2 2-7-14 1.5x4 II 3 4.00 12 3x6 2 1 W3 _ Eli 1 B1 e 8 9 5 10 11 4 p 0 3x10= 3x8 11 6x6= 3-2-2 5-10-0 3-2-2 2-7-14 Plate Offsets(X,Y)— [1:1-2-10,0-1-101,[4:0-3-0 0-3-121 [5:0-4-12 0-1-8) LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.05 5-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.09 5-7 >760 240 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MP Weight:30 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)*This truss has been designed for a live load of BOT CHORD 2x4 SP 2400E 2.0E 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. Structural wood sheathing directly applied or 3-1-0 oc 5)Refer to girder(s)for truss to truss connections. purlins. 6)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 836 lb uplift at Rigid ceiling directly applied or 8-10-5 oc bracing. joint 1 and 933 lb uplift at joint 4. 7)This truss has been designed for a moving MiTek recommends that Stabilizers and required concentrated load of 250.01b live located at all mid cross bracing be installed during truss erection,in panels and at all panel points along the Bottom Chord, accordance with Stabilizer Installation guide. nonconcurrent with any other live loads. 8)Hanger(s)or other connection device(s)shall be REACTIONS. (lb/size) provided sufficient to support concentrated load(s) 1 = 1907/0-7-4 (min.0-1-9) 1160 lb down and 533 lb up at 0-10-12,and 1162 lb 4 = 2085/Mechanical down and 523 lb u at 2-10 12 and 115 I Max Horz P 8 b down and 503 lb up at 4-10-12 on bottom chord. The 1 = 118(LC 4) design/selection of such connection device(s)is the Max Uplift responsibility of others. 1 = -836(LC 4) 9)In the LOAD CASE(S)section,loads applied to the 4 = -933(LC 4) face of the truss are noted as front(F)or back(B). Max Grav 1 = 1907(LC 1) 4 = 2085(LC 1) LOAD CASE(S) Standard FORCES. (lb) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max.Comp./Max.Ten.-All forces 250(lb)or less except ,Plate Increase=1.25 when shown. Uniform Loads(pIQ TOP CHORD Vert:1-3=-70,1-4=-20 1-2=-2976/1273 Concentrated Loads(lb) BOT CHORD Vert:5=-1162(F)8=-1160(F)11=-1158(F) 1-8=-1293/2837,1-9=-1 28812824, 5-9=-1288/2824,5-10=-1288/2824, 10-11=-1288/2824,4-11=-1 288/2824 WEBS 2-4=-3042/1388,2-5=-770/1850 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);cantilever left and right exposed;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf.bottom chord live load nonconcurrenf with any other live loads. tlesnal Pnu 5ntx�h ns¢t.Cx'S;lCd{ir0iSr5;S1:T Si¢il!(3i14S((9M0'ruNS(bitCOrtNTPjS:CsCSLEDtk;%POre,rod{tts�v 1z¢xe!Hs sa!ttal ores¢s rilt toss Dnyx G¢:iog ppi¢af:r lt!spl i.i¢ala G r:.rGec¢re iaett Idat n:.2rxls<xe�ist srCef eaftt 7CO3¢d! N6tkt&➢tder(i]I SOak,itdlarb!IC.n itidiL ual:tsi Ci135torata{t¢.$jtdAy,Es¢!e1hx tx-ti Ltrr'a f¢ptSt�!tex ent/h¢(e 19 Ytt tf'iE¢E8JI1t1Yjfe$ta9Y:lJI¢I!e!!?!ijxd!!!Sa;I¢Tlilsltp,^xLea'4I_b idx,Mdx Ifrl,n dttlixKSied`W.IC.rHt,Fxxt j¢E!;±e:.».'ih exd ex[l Fatirxss l¢¢aHt-a7!s ke rnpwvi=r;d�cfuc,GtC+t:%slg4¢islx{tu rtEz"n:'=r.ilf"aeirON I1L NG"cMl¢alfr:3:s7 U4,Will Lim gpn¢Idde7:7n:atfitldasdiit irxss;uek^:{aaflur,stue£e.u1chl dinu3 a:ll!!p¢alm,ed'r V. Anthony T.Tombo III,P.E. ' ttt taUu!Cesigtr sa!£¢eaa;ur.Sllaa!xsnl¢rta5t i55udtpmus¢¢dree..ess d;kt[ax3raxya!n Sdth l¢ivacm¢:Lra=wxd i,;ryt¢lStUmxrExrut¢lkr�t:dln{areT!41ls?a!s6x rt;y¢xn:iLxs ed lnm sfSe L•s!t Et;:ctt,:nss tt ! 80083 dsa*:i;t ddstlh,s[sehcl s�ttl7x<i{nlq kt%r'cnnes u.d!d.i4 toss DK s'3r E¢Srceu al'txss TlaslKxxr,n~.sss !.a cu!lc4t{&TrFt. 4451 St.Lucie 81vd. y.Ey-ee is�5i ht ldldny Pssircv,w Lot S!tleR T,rc¢�d n.lcltivg,{apil¢Le I=:.! fortDIC7cB,FL 34946 .(opyrigbiQ2016A-1 Roof hasses AnibooyLTomballl,P,E Replodu:tionof All doaw-al;in any folmJ1pmhibilednilbaot the vittenp rai<_sioo from Ad loot Lassos-Anihnny1.Torh Ill,P.L i Job Truss Truss Type Oty Ply Std Pac/6511 EL D XSPVS65'11 DX FG1 FLOOR 1 A0070622 3 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:40 2016 Page 1 I D:W?qu Lcr?Re?LfzLe98RjH4yHM91-V2beP9pYmp4ZlxPioYRfJ W9o535TLLvVdyGzX6yPWOD 3�5 6-3-1 9-1-14 , 12-0-10 14,-11-7 16-11-8 3-4-5 2-10-13 2-10-13 2-10-13 2-10 13 2 0 1 Dead Load Defl.=114 in 1.5x4 11 5x8= 1.5x4 11 3x8= 1.5x4 11 4x8= 1 4x8= 2 3 4 5 6 7 I W1 2 2 i Aq 4 4W5 to B1 i s s 15 16 13 17 12 18 11 19 20 10 21 9 22 5x6= 4x12= 3x6 11 3x8= 3x6 11 8x12= 5x6= 3-4-5 6 3-1 9-1-14 12-0-10 14-11-7 16 11-8 3�-5 2-10-13 2-10-13 2-10-13 2-',10-13 2-0-1 Plate Offsets(X Y)- [1:0-3-12 0-2-0] [3:04-0 0-3-0] [7:0-3-4 0-1-12] [9:0-6-0 0-4-12] [10:0-4-0 0-1-8] [12:044,0-1-8],[14:0-2-4,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.94 Vert(LL) -0.26 11 >760 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.62 Vert([L) -0.52 11 >378 360 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.07 8 ! n/a n/a BCDL 5.0 Code FBC2014frP12007 Matrix-MSH Weight:299 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x6 SP 240OF 2.0E 1)3-ply truss to be connected together with 10d WEBS 2x4 SP M 30*Except' W1:2x8 SP No.2,W5:2x6 SP No.2 Top chords nails as follows: Top c connected as follows:2x8-2 rows W3:2x4 SP No.3 staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc,2x6-i12 BRACING- rows staggered at 0-9-0 oc. TOP CHORD Bottom chords connected as follows:2x6-3 rows Structural wood sheathing directly applied or 2-2-0 oc staggered at 04-0 oc. puriins, except end verticals. Webs connected as follows:2x4-1 row at 0-9-0 oc ROT CHORD 2)All loads are considered equally applied to all plies, Rigid ceiling directly applied or 10-0-0 oc bracing. except if noted as front(F)or back(B)face in the REACTIONS. (lb/size) LOAD CASE(S)section.Ply to ply connections have 14 = 6064/0-9-0 (min.0-1-8) been provided to distribute only loads noted as(F)or 8 = 9795/0-4-8 (min.0-1-8) (B),unless otherwise indicated. Max Gry 3)Plates checked for a plus or minus 0 degree M a 6064(LC 1) rotation about its center. 4 Bearing at joints 14 8 considers parallel to rain 8 = 9795 LC 1 ea 9 1 ( ) P 9 ( ) value using ANSI/TPI 1 angle to grain formula. I FORCES. (lb) Building designer should verify capacity of bearing Max.Comp./Max.Ten.-All forces 250(lb)or less except surface. when shown. 5)Recommend 2x6 strongbacks,on edge,spaced at OP CHORD 10-0-0 oc and fastened to each truss with 3-10d T OP 4660/0,1-2=-1 1 26 8/0, (0.131"X 3")nails. Strongbacks to be attached to 2-14=4660/0,3-2=-19814/0, walls at their outer ends or restrained by other means. 4-5=-19814/0,5-6=-19814/0, 6)Hanger(s)or other connection device(s)shall be, 6-7=-11538/0,7-8=-81438/ provided sufficient to support concentrated load(s)962 lb down at 1-5-12,962 lb down at 2-6-8,962 lb down BOT CHORD BOT C 0/968,15-16=0/968,13-16=0/968, at 4-6-8,962 lb down at 6-6-8,962 lb down at 8-6-8, 13-17=0/18422,12-17=0/1842-1 962 lb down at 10-6-8,962 lb down at 11-6-8,962 lb 12 18=0/18422 11 18=0/18422 down at 12-11-4,2731 lb down at 14-11-7,and 1183 11-19=0/19283,19-20=0/19283, lb down at 15-8-4,and 447 lb down at 15-11-12 on 10-20=0/19283,1 0-21=011 9283, bottom chord. The design/selection of such 1 9-21=0/1 9283,9-22=0/790,8-22=01790 connection device(s)is the responsibility of others. WEBS 7-9=0/13291,1-13=0/11183,3-13=-7832/0, LOAD CASE(S) 3-12=0/2064,3-11=0/1524,5-11=0/581, Standard 5 10=0/2717,5-9=-8478/0 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=-120,8-14=-10 Concentrated Loads(lb) Vert:9=4400(B=-2731)12=-962(B)15=-962(B) 16=-962(B)17=-962(B)18=-962(B)19=-962(13)I 20=-962(B)21=-962(B)22=-1630(F=-1183,B=-447) ue:dq tlnnflrnllHrrzsiertk'Ad IDC(fI`ii37'i�lEl'�6rN3!'fEWSN(4F�I1[5S(7S10Y, 7]jr.(TN00"�:MINi Im I,.*evrs rnraelm nd rz!dr>t!s ae1;;:Leu Ne•�!Nta+iylRk7;rti@t ldluYl.rtsS>G,r.Elddere S!?fl ktl�as.Od!s!dlxrise sidd!.6,10L.ay Ir!Rk-uYnf, ildlim'Ifd IN IntlherdtL Is:Tms MS.EeptlFf(I.l.tpeld(6deur;.ei!sidnnyIDD efre!!dsRttQ,.Y3:e d Ise lydnsiiedl,:(L!!�II§I!5(itYlilrtr�:Rtlesfid IN540ri!!hprt!eettitTG(rid(_�2d.110.Tl 1!aj,.-A-I'd.?tutaim..s.ftd&:r Anthony T.Tombo lIi,P.E. cd esedttis Ttess Slur talliry is lSe resplev?ila.dlz 0•u,,De gals e?'•srisd cell et lse ldlliep 0esi¢2r,nik uehddhe lK,9a!e(alHe br Na:fS;nl!uNIRI.Ile gpmddBe lDD ul nrfidd ueddeinss.mdeliryl.:�'.m!ge.ilshgianultntzg sidtfa h�re!r:as<id:hd a 80083 ' ttitbileg Doir�xeN(ifrte:.AliW"inat is tteM Alie pidots.1 pddnn dtletalltry(.VmSdeple.-Noi%JAldlsliti 4 M eM Sill n!r,I-dMpemlpllrta TM alineas.,pcasid:nies rs!WmV-,Lles!Pesip.,Ims ll!�,bjcaalT-Nrro.Nm;u.us 4451 St.Lurie Blvd. diimeldied Nro(ed ed ogedlpu ie rr,liry lr diNM.:!sind!eL TseTress rYs,�rr{icu,Ss'IGi to 6a 9ur D[siTsv,ull!s 5rr�a ispeeedur S+flLry.mtry,�a°ISro!nemadsdilTll1. Fort Pierce,FL 34946 (opyrighl0U2016A-IgoefTrasses-Anthanyl.TomboIll,P.I.P,eprodadionofthisdommenyinanyform,isptohih0edwithoutthewrittenpermissionfoanAlfoofTrasses-AnthonrT.Tomha111,Pd. I I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DIX FG2 GABLE 1 1 A0070623 Job Reference(optional) Al Roof Trusses,Fart Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:41 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-zE91 cVW7CQN5-vMFyudiyuSL14maerc?W4YyPWOC 2-6-0 I 2i�0:8:1� 5x10 MT20HS= 3x3= 3x3= 3x6 FP= 5x10 MT20HS= Dead Load Dell.=5116 in 1 2 3 4 5 6 7 8 9 10 1 1 c 13� 4 4 3 c 22x4\\ 2x4 1W 2 1 16 15 14 13 12 3x6= 3x12 MT20HS FP-- 3x3= 4x8= 3x6= 4x8= 1.5x4 SP= 9-10-8 1--2 32 11-2-14 I 15-2-14 127-0214 8-5-142 0 040 -6 4-0-0 -11 7 -02-14 4" 1-4 0-7-10 Plate Offsets(X,Y)- f1:Edge,0-0-121,[12:0-3-0,Edge],f22:0-1-8,0-1-141,130:0-1-8,0-1-141 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.17 13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.52 13 >427 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.11 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:106 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP M 30(flat)*Except` 7)Recommend 2x6 strongbacks,on edge,spaced at T2:2x4 SP No.2(flat) 10-0-0 oc and fastened to each truss with 3-10d BOT CHORD 2x4 SP M 30(flat) (0.131"X 3")nails. Strongbacks to be attached to WEBS 2x4 SP No.3(flat) walls at their outer ends or restrained by other means. OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD LOAD CASE(S) Structural wood sheathing directly applied, except end Standard verticals. 1)Dead+Floor Live(balanced):Lumber BOT CHORD Increase=1.00,Plate Increase=1.00 Rigid ceiling directly applied or 10-0-0 oc bracing. Unifoffn Loads(plf) REACTIONS. (lb/size) Vert:11-17=-10,1-10=-173 11 = 1679/0-6-14 (min.0-1-8) 17 = 1679/0-6-14 (min.0-1-8) Max Grav 11 = 1679(LC 1) 17 = 1679(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=4083/0,3-4=4083/0,4-5=4950/0, 5-6=-4950/0,6-7=-4089/0,7-8=-4089/0, 8-9=4089/0 BOT CHORD 16-17=0/2459,15-16=0/4950, 14-15=0/4950,13-14=0/4950, 12-13=0/4897,11-12=0/2460 WEBS 2-17=-2869/0,2-16=0/1895,3-16=424/0, 4-16=-1006/0,9-11=-2871/0,9-12=0/1 900, 8-12=436/0,6-12=-944/0 NOTES- 1)All plates are MT20 plates unless otherwise indicated. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)The solid section of the plate is required to be placed over the splice line atjoint(s)15. 4)Plate(s)at joint(s)15 checked for a plus or minus 5 degree rotation about its center. 5)Plate(s)atjoint(s)15,1,11,10,7,14,4,13,5,17,2, 16,3,9,12,8,6,18,19,20,21,22,23,24,25,26,27, 28,29,30,31,32 and 33 checked for a plus or minus 0 degree rotation about its center. 6)Gable studs spaced at 2-0-0 oc. wron-Ms.6-1mynrim th'S I 101)f O:KSB�SELLEr�SEEM r11N16(O6(iI185S C1S7JMj nfl9'j'IXe[&�'EG.91a1'Ere-ieFiii{tAp{n1a�Ers ItdnM IN?!al!>i;Llss Oe:chavia{(14i;1 R:AlHurl-iaell C',r.L 11lEnxe S!>s!Ss ee!F.UdEFstfexeise aElel Ir:lselUtl,a1!p N1TEionemr{!Ek!s4alie:rsesbrax i)D la Se nld Fl l7rns Des1116PnFr{Le,S}ealar 6Gn�;,7ladnlgTOD!epre:Msn :a:e al lrgral:uleld er.P'aFentrr!gnPlaaYS;ne lFs:cael lles:Ea�F hl!s{y'n4letle lUD adr,ealerlPFl.ltt L•i{a anmNue.hr�rty<udnxs,ni!Elilal' Ln;e�te,ll:l1a!rf1}!!E{T:i,rns!cf'enQr!l-tltt!{qIfi.l3!ii!3nttrn!{Sntl!MIb!xIFtl!1e!uN2D�Ey:Llla,ItrEfrCAftt1e!!lGfasf}3IT90[�:!yIeIJO!nGnOeG lqd!(r ol c rOav�¢eSd••eaqChEinrnkfnn;t(ff{tllltM?t1I?IndS4lSmrtl I wt!{eE I:.i!n.,lFileE.tn;t?[t. !:la:nlS@0d:?SCS:Inf!QPiljEn,I:R!)!L(ugxnPdrrt.!S@�1d1^F.lf,nS!! Anthony T.Tombo III P.E. :nr!W!ltwr ft,1 "kad Rl er;r 80083 4451�t.Lucie Blvd. E#F;:Tin l!til!dI;Eu9.a01Pe!dn{Iv®ssialr lydl{c Es indlei lheinss Cesla EEliEletisl(i,.ela%da3teu{:ier,nT:l!s Sn!ex Egn>rrdaajbul4aq.All ra{:,i Eei4 as ut as dtraelmRrl. Fort Pierce,FL 34946 (o ri htCQ 2QId A-1 Roar Trusses- .Tombo III,P.E.Re roduoian of this iommenl,in an for !s prohibited without the writleo permission Uom A-I Roolhosses- .Tombo lll,P.E. P!R AnthonyY P Y °��P P AnthonyY Job Truss Truss Type Qty Ply 2 Std Pac/6511 EL D XSPVS6611DX FG3 GABLE 1 A0070624 �Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:42 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-RQjpgrgolQKH?EZ5vzT7OxEAbsjlpDjo4G14c?yP WOB 3-1-5 6-0-14 9-0-6 11-11-15 15-1-4 3 1-5 2-11-9 2-11-9 2-11-9 3-1-5 Dead Load Defl.=1/4 in 1.5x4 11 3x8= 1.5x4 11 3x 0= 1.5x4 11 1 4x8= 2 3 4 5i 6 I W1 W �4 ; W 4 W B1 6 n it ---- 6' 13 11 14 10 15 9 1 8 7 4x4 11 4x10= 3x6 11 3x10= 2x4 11 4x6_ 3-1-5 6-0-14 9-0-6 11-11-15 _, 15-1-4 3-1-5 2-11-9 2-11-9 12-11-9 1, 3-1-5 Plate Offsets(X Y)— [1:0-3-12 0-2-0] [5:0-3-12 0-1-81 [9:0-2-12 0-1-8] [10:0-4-4 0-1-81 [11:0-4-4 0-2-0] 1 1 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 0.82 Vert(LL) -0.15 9-10 1 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.41 9-10 1 >431 360 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.05 71 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MSH Weight:175 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 3)Plates checked for a plus or minus 0 degree BOT CHORD 2x6 SP 240OF 2.0E rotation about its center. WEBS 2x4 Sxcept" 4)Refer to girder(s)for truss to truss connections. W1:2xx 6 S SP P No.2,W3:2x4 SP No.3 5)Recommend 2x6 strongbacks,on edge,spaced at BRACING-TOP CHORD 10-0-0 oc and fastened to each truss with 3-10d Structural wood sheathing directly applied or 2-9-5 oc (0.131"X 3")nails. Strong backs to be attached to walls at their outer ends or restrained by other means. ROOT C p T except end verticals. 6)Hanger(s)or other connection device(s)shall be HORD provided sufficient to support concentrated load(s)538 Rigid ceiling directly applied or 10-0-0 oc bracing. lb down at 1-10-4,538 lb down at 3-10-4,and 538,lb REACTIONS. (lb/size) down at 5-10-4,and 2509 lb down at 7-10-1 on 12 3467/0-7-4 (min.0-1-8) bottom chord. The design/selection of such 7 2747/Mechanical connection device(s)is the responsibility of others. Max Grav 12 3467(LC 1) LOAD CASE(S) 7 2747(LC 1) Standard 1)Dead+Floor Live(balanced):Lumber FORCES. (Ib) Max.Camp./Max.Ten.-All forces 250(lb)or less except Increase=o ads,Plate Increase=1.00 Uniform Loads(plf) when shown. Vert:1-6=-132(F=-12),7-12=-10 TOP CHORD Concentrated Loads(lb) 1-12=-2894/0,1-2=-6361/0,2-3=-6361/0, Vert:10=-538(B)13=-538(B)14=-538(B) 3-4=-1 0300/0,4-5=-1 0300/0 15=-2509(B) BOT CHORD 12-13=0/468,11-13=0/468,11-14=0/11234, 10-14=0/1 1234,10-15=0/1 1234, 9-15=0/11234,8-9=0/5723,7-8=0/5723 WEBS 1-11=0/6459,2-11=-308/0,3-11=-5316/0, 3-10=0/2081,3-9=-1019/0,4-9=-285/0, 5-9=0/4993,5-7=-6044/0 NOTES- 1)2-ply truss to be connected together with 10d (0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B), unless otherwise indicated. i Na!e�-Fm!9ntt;7'p n�.n t6t'S I(IOF iIOSSES;Sit€l r:iaf!!t i:pbi t i090r=tMi(Ei1uN"MEt�A(Sa9iPl[Os.4'E4I'tra.rer3.ttr:!rrexeu5 en!tnl vale,a t}is'ou[a:(p C!e•itr�,DPiwi=a:4'kmC 1.G^.kLr..lt4rtu!SleetlNue•e.!?ce;;c�esiie i!EK ea�S TB,ulr. 6kiai,une:x{I3ss sN%hrtdMYx 1Y?hlt Mii lstlmsus'r!s;;a±!r{i.irtcriars,�?.9e setae¢rC7t,gt;�smrnplaect4!{atti,zrt nlis!etx3npwiihhr:!ksn!I'i!sn;Ie Ls:!l:rCedea 3e7:4ad.,nra!rrp ra.Lsgr t!;szr Via;5r aus;rc'ck.Lh Anthony T.Tom1;0[Ii,P.E. ¢latA!ailmik,arr�fapii$-n:pteaw—f d6t Cr�,5a Ovas,yawl:s(zert;tu a+.zl'`.Y'?r»;.',rnr,n 6,WV 0.as it 6,eca:6a bul l•r ;:�9 ras�+3 t!I-0.Its qp",l of M).4.1NN"toit!rms;icrx arlin fi sr p. q,a,z'eosfl,ur suoD!A.;!:r>rHui'f V 80083 til rsdfup l4ligE!Ofrrid,ki!f.4 I.V"so.4. m ax Np v,mar s^kt5!!i06.kax'n(M..,e so-Of kk!xa!a{E'.Srl r4l-,ditlrlal 5l(i CO J-o rt iGYaRr� pok>.P."f i-h, .1M's 1fi�f511i1'ti0I!'sT!M,Sim.n.�.o Etup E11—.17.1s 1196kkCStt.M:iSS LU[i,81vd. 4451 St. Zt t0o•ia Lfmrtra(kearlaP!ed tpa is rr!iy kr a;pcfi!s bnkd.pea loss 6esira Eey et!ka;lpkttkilruy 6rsipQet.esi,asi Spslem Er!n�ep tap keipfiep.LiUpikiii:I k;afet!sieh!!Rit1pF1, Fort Pierce,FL 34946 (o ,bt.w2016A-1RoolTrusses- TombeIll,P.E.Reieducknofthisdtsument,inan founjs wbibiledwilboulthewr,llen eimissienItemAIRoofTrusses- .TomboBl,P.F. PY�9 AnthonyY P t P P AnthonyY I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX FG4 FLOOR 1 1 A0070625 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:42 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-RQjPgrgolQKH?EZ5vzT7OxE7EsiPpCPo4Gl4c?yPWOB 5-8-6 7-11-14 10-7-1 1%13 111 22-0-5 25-8-2 5-8-6 2-3 8 2-7-3 3-10-11 3-10-11 3-7-13 3-7-13 Dead Load Deft.=1/4 in 4x12= 5x6= 1.5x4 11 3x4= 1.5x4 11 3x8 MT20HS= 3x6= 1.5x4 II 3x6= 1 2 3 4 5 6 7 8 9 1 8 ..-`IW 11 3 18 17 16 15 14 13 12 11 10 2x4 11 6x6= 1.5x4 11 3x8 MT201-!S= 1.5x4 11 3x8= 3x10= 3x6 !! 4x10= 5-8-6 7-11-14 10-7-1 14-5-13 18-4-8 21-10-9 25-8-2 5-8-6 2-3-8 2-7-3 3-10-11 3-10-11 3 6 1 3-9-9 Plate Offsets(X,Y)— [1:0-3-0,0-1-12],[7:0-2-12,0-1-81,[14:0-2-12,0-2-01,[17:0-3-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) -0.27 14-16 >819 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.50 14-16 >432 360 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.04 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MSH Weight:125 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS WEBS 2x4 SP No.3*Except* 1-17=0/3204,2-17=-672/0, W1:2x6 SP No.2 3-14=-174/507,4-14=-509/0, W2,W5,W7:2x4 SP No.2 5-14=012822,5-12=-4119/0, BRACING- 7-12=-1329/0,7-11=0/2231,8-11=430/0, TOP CHORD 9-11=-1468/0 Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals. NOTES- BOT CHORD 1)Unbalanced floor live loads have been considered Rigid ceiling directly applied or 10-0-0 oc bracing, for this design. Except: 2)All plates are MT20 plates unless otherwise 3-10-1 oc bracing:11-12 indicated. 6-0-0 oc bracing:10-11. 3)Plates checked for a plus or minus 0 degree WEBS rotation about its center. 1 Row at midpt 5-12 4)Refer to girder(s)for truss to truss connections. MiTek recommends that Stabilizers and required 5)Provide mechanical connection(by others)of truss cross bracing be installed during truss erection,in to bearing plate capable of withstanding 468 lb uplift at accordance with Stabilizer Installation guide. joint 10. 6)Recommend 2x6 strongbacks,on edge,spaced at REACTIONS. (lb/size) 10-0-0 cc and fastened to each truss with 3-10d 18 = 1124/0-5-8 (min.0-1-8) (0.131"X 3")nails. Strongbacks to be attached to 10 = -199/Mechanical walls at their outer ends or restrained by other means. 12 = 2823/0-5-8 (min.0-3-5) 7)Hanger(s)or other connection device(s)shall be Max Uplift provided sufficient to support concentrated load(s)469 10 = -468(LC 3) lb down at 10-7-0 on bottom chord. The Max Grav design/selection of such connection device.(s)is the 18 = 1129(LC 3) responsibility of others. 10 = 90(LC 4) 8)In the LOAD CASE(S)section,loads applied to the 12 = 2823(LC 1) face of the truss are noted as front(F)or back(B). FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 1)Dead+Floor Live(balanced):Lumber 1-18=-1095/0,1-2=-3290/0,2-3=-3290/0, Increase=1.00,Plate Increase=1.00 3-4=-3470/0,4-5=-3470/0,5-6=0/3076, Uniform Loads(pig 6-7=0/3076,7-8=0/1364,8-9=0/1364, Vert:1-9=-120,10-18=-10 9-10=-63/483 Concentrated Loads(lb) BOT CHORD Vert:14=-469(F) 16-17=0/3290,15-16=0/3290, 1 4-1 5=013 2 9 0,1 3-1 4=018 3 6,12-13=0/836, 11-12=-3076/0 WEBS 1-17=0/3204,2-17=-672/0,3-14=-174/507, 4-14=-509/0,5-14=0/2822,5-12=4119/0, wr q-i NN ks�p mrosud endtoesw%s rnu Dop VwgPD)cFd%iIr:sst T.IselsGrl.lreuef,etl4tiue!s}.0:'tss OMxisi s'.:el 0 N 1—1y xlittt—Nfldts 4e'I It FSIllw ha lCi ti le irit.A}iltE}l:ti.O l�liller{it,iptttrry[ya!!1?,ne}lLIuCF!CRFf>"tiNYi 6}KRI}vT(.4.L}fr dt}k421 fe13'J isgr spai hhr 31�usndra siagh llF•,}dgrhtta41:8 td1,oaltr lPFl Ta d!}lii uiF31`m. t�152d'ital.}.2:!th Anttlon T.Tombs tii,P.E. adF!!dr;1}rsshF adt.3:*t i;t!n;pws ::ydTns 6rx,6e DsFe's an`sF nlape is !r*. gt�..•,nhs} sr.s'ns llCde 6:c:'k le.sl lai't�i}e£terll!II.lar♦psnld.tl,)ee!¢tfidd.stF lie irss,m•-roa}dt 1.shretr -tan ce lre:ot s1e117}lL+}t}pnsud'id Y 180083 ' tsttil!-ul[vptrod.tn}swr.Alltnessetntnbti.'+.etd.tpscmtadpse._mdtl!ta:fr.(sxdwertShyhdsrwrmlS(IDpFs=}a:dn:rfntSl:AraFttvex}!S}Iturdpr!¢xe.idLlN+ashen;rvsr}d'eseadl.Ltsd Gess.al::.a,.ms(niplelanF�d�rassSluds[q�s':tss 4451 i Lude Bl,d. tRa.iu dealt.daMstep!d gwie n_q Ml cr pxmes u,d!tt.itr Lns[ksi�EFl:em is rii rit tsittup Pr:.pw.e bessSn}ars:;Fecdm,hilliq.is t!pihti:d lra}cnstdwtd iF lfl1. Port Pierre,FL 34946 Upyright.W 2016 A-1 goal Trusses-Anthony 1.Temha 111,Pd.Reprodudion of this dcsumens,in any[Dim,is p}nhihittd wilhoud the written pumissian from A I Rool pusses-Aoifiany T.Todo 111,P.E. Job Truss Truss Type Qty Ply 2 Std Pac/6511 EL D XSPVS65'11 DX FG5 Roof Special Girder 1 A0070626 i Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:43 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-vdHn 1 ArQ3kS8dO8HTg_Mw8nKEG3wYf8xJwUd8RyPWOA 2-11-7 5-7-3 816-10 2-11-7 2-7-11 2-11-7 1.5x4 11 4x6= Dead Load Defl.=3/16 in 5 6 T2 1 5x6= 2 4x4= 3 4 6= 4 W5 6x — T1 1 to m '? W2 W W W2 , 13, i l All 0 10 12 9 13 8 5x6= 10x10= 3x3 11 3x4= 2-11-7 4-3-10 5-7-3 8-6-10 2-11-7 1-4 3 1-3-9 2-11-7 Plate Offsets(X,Y)— [1:0-3-0,0-2-0),[7:0-3-0,0-2-81,[10:0-3-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.05 9-10 1 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.23 9-10 1 >415 360 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.02 81 n/a n/a BCDL 5.0 Cade FBC2014/TPI2007 Matrix-MSH I Weight:104 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30'Except' 2)All loads are considered equally applied to all plies, T2:2x4 SP No.2 except if noted as front(F)or back(B)face in the BOT CHORD 2x4 SP M 30 LOAD CASE(S)section.Ply to ply connections have WEBS 2x6 SP No.2`Except' been provided to distribute only loads noted as(F)or W2:2x4 SP No.2,W3,W5:2x4 SP No.3 (B),unless otherwise indicated. BRACING- 3)Unbalanced floor live loads have been considered TOP CHORD for this design. Structural wood sheathing directly applied or 4-6-6 oc 4)Plates checked for a plus or minus 0 degree puriins, except end verticals. rotation about its center. ROT CHORD 5)Refer to girder(s)for truss to truss connections. Rigid ceiling directly applied or 10-0-0 oc bracing. 6)Graphical purlin representation does not depict the REACTIONS. (lb/size) size or the orientation of the pudin along the top and/or 11 = 3869/0-7-4 (min.0-2-5) bottom chord. 8 = 3607/Mechanical 7)Recommend 2x6 strongbacks,on edge,spaced at Max Grav 10-0-0 oc and fastened to each truss with 3-1 Old 11 = 3869(LC 1) (0.131"X 3")nails. Strongbacks to be attached to 8 3607 (LC 1) walls at their outer ends or restrained by other means. = 8)Hanger(s)or other connection device(s)shall be FORCES. (lb) provided sufficient to support concentrated load(s) Max.Comp./Max.Ten.-All forces 250(lb)or less except 1556 lb down at 0-2-12,80 lb down and 478 lb up at p 4-4-6,and 471 lb down at 5-7-14,and 447 lb down at when shown. 7-7-14 on bottom chord. The design/selection of such TOP CHORD connection device(s)is the responsibility of others. 1-11=-2132/0,1-2=-6508/0,2-3=-7149/0, 3-4=-6040/0,4-7=-6040/0,7-8=-3045/0, 6-7=-764/0 LOAD CASE(S) BOT CHORD Standard 10-11=0/673,10-12=0/6508,9-12=0/6508, 1)Dead+Floor Live(balanced):Lumber 9-13=0/533,8-13=0/533 Increase=1.00,Plate Increase=1.00 WEBS 3-5=-675/0,1-10=0/6029,2-10=-1618/0, Uniform Loads(pig 2-9=0/663,4-9=-1511/0,7-9=0/6835, Vert:Concentrated ads(l80,5-6=420,5-11=-10 Concentrated Loads(lb) i 3-6=-1125/0 Vert:11=-1556(B)9=-471(B)12=-80(B)13=-447(B) NOTES- 1)2-ply truss to be connected together with 10d (0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-7-0 oc. Webs connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Nmear R!a;e5rasp7lr snits tie't'r[li i1USSEir511?,;Null;kssi t SDeDsisSli:Biria;M[i'!i[10i1FD'eiftT'txa.1mJ,r![.ssp—evs at I'd odes n ttisrsns Dessp 6e.iq;tODiedsy sE'4g,�,1.Gzh 1111 Vmu!sus i&.u!.L's!tst t5erise ueei m tkT@D,my Yiitt su+ecYa lldes deUle rsrLht5!sb354hssii 35el!!ssDesystatnfix.ir!'=T rsi seL fi!ss�'ee ap r:9se>'e;ess as w±ry:cshrstessiaz sa7a!u nsµaskhM Osdp st ns sh3h;snsl:pu^eew8!k 3sel+,srle lf4L Tz isiyi n•.rs} soap Sus:se! nr Anthony T.Tomb-o ill,P.E. ad nrdl4is rwss hs art :g terupw4;f do.C-!,fieD•ni senl:sssl rpsnn ta{s Rsl e9�„,hfi'oiosne:`IF,KA,Ktoft!eml b116sJ-4:e Thl.rk g1n1 d-WNW.1 M1dlnl0 Qe Nis,ea:Nk Af"r.shi—krd�elrsemWan M st n!;tst�'Ul d ,",80083 ne hilfut Msi�!s mltnustn.MlcasusuntaAarD"=e:l3t 1--.—1 reue'assd!sa rep.-sgixssseen5fiss htarsszx;3iiirm!uel1.lial SM ae fe—A.".!1-1V4— 4451 St.Lucie Blvd. ' d!aciuh:wihtGehstepMeponierr_g6pu!relieshnld. !'sgibli,ethms.!n2dutei41'Kl. FOiPierce,-L 34946 Upyrilibl 2016 A-1 Roof frusses-Aalboay f.lambs HL P.E.Rtpsedecfion of This docamee,in any farm,is probibitcd whounEeneitten Fesmissiaa from Ad loaf Lastes Aathoay i!Tom3a UL P.R. Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX FG6 FLOOR 1 2 A0070627 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:43 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-vdHn 1 ArQ3kS8dO8HTg_Mw8nNiG3yYiFxJwUd8RyPWOA 2-7-2 4-5-6 7-4 0 12-3-14 17-3-12 22-5-2 2-7-2 1-10 4 2-10-10 4-11-14 4-11-14 5-1-6 Dead Load Dell.=5/16 in 1.5x4 11 3x6= 1.5x4 11 3x8= 3x4= 1.5x4 11 3x6= 13x6= 2 3 4 5 6 7 8 W1 iW1 __..._..__ :�1^ --. I 16 15 14 13 12 11 10 9 2x4 I I 4x4= 1.5x4 11 3x10= 3x8 MT20HS= 1.5x4 11 4x10= 3x4 11 2-7-2 4-5-6 74-0 12-3-14 17-3-12 22-5-2 2-7-2 1-10.4 2-10-10 4-11-14 4-11-14 5-1-6 Plate Offsets(X,Y)— [1.0-2-12,0-1-81,[3:0-2-0,0-1-81 [8:0-2-12 0-1-81 [10:0-5-0 0-2-4] [13:0-4-0 0-1-81 [15:0-1-12 0-1-121 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.32 11-13 >831 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.61 11-13 >431 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(TL) 0.07 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MSH Weight:216 lb FT=0% LUMBER- TOP CHORD 2x4 M No.2*Except* T2xx 2)All loads are considered equally applied to all plies, BOB CHORD 2xx 4 SP M 4 SP 0 except if noted as front(F)or back(B)face in the WEBS 2x4 S . LOAD CASE(S)section.Ply to ply connections have W1:2xx6 S SP 3 No*Except* W2,W6:2x4 SP No.2 been provided to distribute only loads noted as(F)or P BRACING- (B),unless otherwise indicated. TOP CHORD 3)Unbalanced floor live loads have been considered Structural wood sheathing directly applied or 4-10-5 oc for this design. puriins, except end verticals. 4)All plates are MT20 plates unless otherwise BOT CHORD indicated. Rigid ceiling directly applied or 10-0-0 oc bracing, 5)Plates checked for a plus or minus 0 degree Except: rotation about its center. 6-0-0 oc bracing:15-16. 6)Refer to girder(s)for truss to truss connections. 7)Recommend 2x6 strongbacks,on edge,spaced at REACTIONS. (lb/size) 10-0-0 oc and fastened to each truss with 3-10d 16 = 1710/0-5-8 (min.0-1-8) (0.131"X W)nails. Strong backs to be attached to 9 = 1563/Mechanical walls at their outer ends or restrained by other means. Max Grav 8)Hanger(s)or other connection device(s)shall be 16 = 1710(LC 1) provided sufficient to support concentrated load(s)417 9 = 1563(LC 1) lb down at 7-4-0 on bottom chord. The design/selection of such connection device(s)is the FORCES. (lb) responsibility of others. Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE S TOP CHORD Standard ( ) 1-16=-2051/0,1-2=-3550/0,2-3=-3550/0, 1)Dead+Floor Live(balanced):Lumber 3-4=-6633/0,4-5=-6633/0,5-6=-4515/0, Increase=1.00,Plate Increase=1.00 6-7=-4515/0,7-8=-4515/0,8-9=-1506/0 BOT CHORD Vert:1-8=-120,Uniform Loads 9-6=-10 I 14-15=0/3550,13-14=0/3550, Ib Concentrated Loads 12-13=0/6661,11-12=0/6661, Vert:13=-417 B ( ) WEBS 1-15=014337,2-15=-1276/0,5-13=-59/436, 5-10=-2226/0,7-10=-604/0,8-10=0/4490, 3-14=-890/0,4-13=-796/0,3-13=0/3483 NOTES- 1)2-ply truss to be connected together with 10d (0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. Malaq P`3it7nK}Slr!F,"i 1!t 1 IEBr EiDS5E5{S.,«fl r'-.{A;(6(7;fY.S l(OflOii�MS(ClBM;'tU!EI":(rt0#tEDSs'EtT'ew.rn;f!i=.sarraanz:rnd real vElEs eenis knt[rsye G:E.iEF DD ea!ti:ec:x1 i.lEatF�P:.1:§rear.S3Ett ttfEiE ne.7;`E;;keyit!tMN ro ECt iDD,ah Nitet(PtaEGK Ild:s stxf le e"dM5E tD=h tf IEIIl.is a rR31FfP:Stlif4FtlA.,Srr[':Z!Y Egwei.11t fE�t46f EE9lea'Fiaa?f a N."pfau A If!rYFtS15P!E1j:EFtl: Etirf5332i1%ff4 dasgE dl9•.iISpI4Ite:f d:pi�EG:a :iD alr,IEiU IPII,!a:itflSL tiii�SHf:h9at]!fM.'164i:!4.!wtiiip a!fi W eEEN�'s Tasslar a(t�d>g 3e;�sp ev'a'+FrfiFC� fir Dr<msan:Ei EEl Eyr l" 6R.y;t:�y,hfir FErErat lts llLltElKaC3E lxal l+'fu3 eeEE e,lirFl.iae vppEFa106.HDeFl ums!N wF E rms, 33 milgr.sluElF.�sa�Ex Eniire,3ftsD lE as•E:gmsnil�d Anthony T.Tombo III,P.E. Zh , 80083 di.—d.1I.e(eFha;le"d FeiFE.r_.i 0! Esd.el!ri'eftIEISICu fed EEEifUifitkif"DEsi",4:TF322Srd:vEga"dartF&J.L;aad,elImnerrsizS"iieTFA 4451 St.Lucie Blvd. a r r s p Fort,Pierce,FL 34946 (aprrigEl��20166-1RcafLusses�latM1aayLlamM1altl,P.E.Qep!cdauioaall:^.isdenmtat,is any Ea.m,isp!u6iM1itedx•ifEoatlfemitteapnmissiacUcmA-l4ouELnsset-AnlAneyT.ias6o III,P.E. Job Truss Truss Type Qty Ply Std Pac/6511 EL D X-SPVS6511 DX FG7 FLOOR 1 1 A0070628 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek 11 clusbies,Inc. Wed Oct 26 15:26:44 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-Npr9FWs2g2a. j 1OWbTMKaGgRGHLS5XaEBgtyPWO9 3-8-0 3-8-0 1.5x4 11 1 3x4= 2 T1 W1 W2 W1 1 B1 f 4 5 3 1.5x4 II 3x4= 3-8-0 3-8-0 f LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.04 3-4 >923 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.09 3-4 I >462 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014ITP12007 Matrix-MP Weight:19 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 Standard BRACING- Vert:5=467(F) TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 4 = 479/Mechanical 3 = 427/Mechanical Max Grav 4 = 479(LC 1) 3 = 427(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Plates checked for a plus or minus 0 degree rotation j 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" j X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)467 lb down at 1-7-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00, Plate,Increase=1.00 Uniform Loads(plf) Vert:1-2=120,3-4=-10 Concentrated Loads(lb) 4meat-RrutDnsrgitg!E!:?>t N.e'Sd icgi 1gP;SESr<1ar tlii!1R8StiCARlGYS(CS�iO"rg?[t"lCCipk1EU?u;gP ren¢!??ps,neasttimi airs Ee-bsrmsMnr i,biF@ rE he:eea Nil Stbit ri:.4-,0..nt 9Cda Af M.stir BdegmsV Fists,shg 1 tho'i6:hhedii Anthony T.Tombo 111,P.E. tteF;ediSs i,Fst brat Lni ap!s'znsifeiitrydfn0—,fitO.Feiittl sutl t]ma:?[s;.SJ,itv_"itfi,wcw'th KthKgo'6al7tdinj![1S a9 iPLl.ik eipitda"`di71a!¢i iedt t;lfl Rt LFSf,ntiY3JWfluj.lMEpt,Ce:rRetlltmjlflc tl R`frtntuik,d 980083 rat rn1dugCnsigltt clfeenedFi.lllaales idMaA±r;?t�7kf pamus eed gs:dz'::cesdthlre:ssg reataztnSlHilettlss:ea0(Ii',.p+i6v:igrifi e¢!St{E ere t,`:sertrs5:sm:d iatcxe.1F4F 9dAtlfielxeNFsniLJsclsnus d'.ieT:ns Gt;:a-+±<,'rss L:uFl Ftgrtet.ad':nssN whGsee,avess 4451 St.Lucie Blvd. ' Ntt�!;tdt!tds.Fbda:legtet6epcelF nit gky c'p.-sies q.dld.Slt Fuss DO,,bih"?is!Oflit leifalDtsigatt.e.Toss Sr,4a6;he+0 In W161.{itsgiilli.d llxaleeis ithete it iFSl. Fort Pierce,FL 34946 .Copyright 2016 A-1 Roof Trusses Ac1hoayLTcmha111,p.E.Repecdutlioo otlbis do rstoi,in onylmm,is prohibited isahoultte miflen Feemissiue Item A i tool busses Anthony T.Tombalid.t. I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX FL01 Floor 1 1 A0070629 Job Reference(optional) ,e, Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:44 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-Npr9FWs2g2a?EYjT1 OWbTMKaygQ5HBC5Xa EBgtyPWO9 0-4-8 0 2-6-0 i 0�10_8�� 2-0-0 1 1-11-8 1.5x4 II 1.5x4 II Dead Load Defl.=1/8 in 4x6 11 3x3= 3x4= 1.5x4 11 3x3= 3x3= 3x6 FP= 3x6= 1.5x4 11 1 2 3 4 5 6 7 89 10 11 1nr� 1FV3 � 19 18 17 16 15 14 13 12 1.5x4 11 4x6= 3x6 FP= 3x6= 1.5x4 11 1.5x4 11 3x6= 3x4 0-4-8 0 2r8, 8-0-0 9-0-0 10-0-0 17 4-0 0'-2'-8 7-7-8 1-00 1-0-0 74-0 � 0-2-0 Plate Offsets(X,Y)— [1:0-3-0,Edgej,[13:0-2-0,Edgej,r19:Edge 0-0-12j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.15 15-16 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.27 15-16 >751 360 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) -0.02 12 n/a n/a BCDL 5.0 Code FBC2014fTP12007 Matrix-SH Weight:94 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) 6)CAUTION,Do not erect truss backwards. BOT CHORD 2x4 SP No.2(flat)*Except* 132:2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD CASE S BRACING- ( ) TOP CHORD Standard Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1096/Mechanical 1 = 1095/0-4-0 (min.0-1-8) Max Grav 12 = 1096(LC 1) 1 = 1095(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-942/0,2-3=-939/0,3-4=-939/0, 4-5=-2869/0,5-6=-2869/0,6-7=-2961/0, 7-8=-2573/0,8-9=-2573/0,9-10=-2573/0 BOT CHORD 17-18=0/2178,16-17=0/2178, 15-16=0/2961,14-15=0/2961, 13-14=012961,12-13=0/1583 WEBS 1-18=0/1379,10-12=-1847/0, 10-13=0/1156,9-13=-302/0,7-13=-686/0, 4-18=-1446/0,4-16=0/806,5-16=301/35, 6-16=-524/179 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Yua=q Fm!3zeepap ndF+t~•'1 IC7£iiCSSES;Si:E r:FiEtpl IEUtS t pCkgii>"jYS CCTu""Y;tMi�A(pAgk1[OSU.E9YSt:a,peidy fe;:apawae;F+s tti I!ap Fdes ee dls rnn De:ipF C:¢xiep(?ppier7�43mp 1.rr.H�F�tt`.eeer.i9eethfeu n;.Cd!ei F'SwtiiFe s�d �F T:U,tdr NI?eYFT'f¢e@(pId2F F!¢9)!t5idlw@±I63h EF ult 13a 1SFSt.tiR1 illmeple..Sperdry apmel;®e led eF of Ta,*)r o,a-plai.d de pnfmvie;eagz!nicg uspus l:N4,eh Mip dnevFylei!a:sfifideta as Eg FFI!,"ierIN1.rhhilp6 fI,fnp at'W.WdJd1 aii F;:FE Ia;?rmlarapd:dapu+�n.{1ays:.l±d CF C>ire,Ge OYa's Fh:artd Fpedn„rb xp(2!.r-,orFiF�Fr,e:nencme¢:Fed; FFdl,aas,l:�!aiiru.n;FppFval il!L1 gFvdc.sbFlde.;F`:nF ir+Fyatv:.p ixpti+p.FhFpr .F-ud6=.map Hill y:a:;eepvueil>d A.�thony T.Tombo III,P.E. ' wrt"liupNsipvnl,FeurncAll>31nsaMais,MC.daep¢c,'—l:;.::.ntdh¢I=Ibep(mcfn!nS¢:Yhlrtz,::a+(T3rpilsDdt!if(wi Stu ae f—ali"S-dpiianeP4p!!!rnFLe!aN¢:�piLFSFaien,esd ?n!F[a:g:s,?msEesyvEep�ceuai€nssHasfFCrer,uas =80083 FI!!iw;;ele§wllpe[Fshzl ra!N eyes it n_i3 py i;puAuc iwd!d.?lt lust D!Si,n Eegltfl lF e;ll Ge{gldop b!SippFl,F!rFnt ppsteo E.:"xFcdm,Nil6vp.Li upihlt.0 le;�F c!ntdpaiF in.?. Fo 51 St.Lucie 34946 (cpyrighf*1D16A-)Roof Trusses-AniboayT.Tnmbo III,P.E.Replodu;tiunofIbisdemmeal;in any[aim,ispohibiledwafoul Ste wFiflenpeimiuioo Item Ad loaf lmsses-AnihanyT.Tombo111,P.E. I Job Truss Truss Type Qty Ply Std Pac/6511 EL D X'SPVS6511 DX FL02 Floor 7 1 A0070630 Job Reference o o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc- Wed Oct 26 15:26:45 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-t'?PXSstgbLissi Igb51 gOZskg4nUOeGEmEzkDJyPWO8 0-4-8 1-3-0 m i 2-6-0 O� 2-0-0 ' 2-3-45 0�8 Dead Load Del.=1/8 in 4x6 11 3x3= 3x4= 3x3= 3x3= 3x6 IFP= 3x6= 4x4= 1 2 3 4 5 6 7 8 9 10 11 12 0 7 Ell 22NVI16 0 1 ca o0 0 21 23 20 24 19 18 25 17 26 16 27 15 28 ?913 4x6= 3x6 FP= j 3x6= 44= 3x6= 3x4= 17-7-0 18-4-0 -3 17-2-8 0-9-0 Plate Offsets(X Y)— [1:0-3-0 Edge] [13:0-1-8 0-0-121 [13:Edge 0-1-8] [14:0-1-8 Edge] [15:0-1-12 Edge] [22:0-1-8,0-0-121 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.63 Vert(LL) -0.22 18-20 >916 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.35 18-20 >588 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-SH Weight:102 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) 4)This truss has been designed for a moving BOT CHORD 2x4 SP M 30(flat) concentrated load of 200.01b live located at all mid WEBS 2x4 SP No.3(flat) panels and at all panel points along the Bottom Chord, BRACING- nonconcurrent with any other live loads. TOP CHORD 5)Recommend 2x6 strongbacks,on edge,spaced at Structural wood sheathing directly applied or 6-0-0 oc 10-0-0 oc and fastened to each truss with 3-1 Old purT except end verticals. (0.131"X 3")nails. Strongbacks to be attached to ROT CHORD walls at their outer ends or restrained by other means. Rigid ceiling directly applied or 10-0-0 oc bracing, 6)Gap between inside of top chord bearing and first Except: diagonal or vertical web shall not exceed 0.500in. 6-0-0 oc bracing:13-14. III 7)CAUTION,Do not erect truss backwards. REACTIONS. (lb/size) 1 = 1113/0-4-0 (min.0-1-8) LOAD CASE(S) 14 = 1189/0-5-8 (min.0-1-8) Standard Max Grav 1 = 1114(LC 3) 14 = 1189(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-959/0,2-3=-956/0,3-4=-956/0, 4-5=-2945/0,5-6=-2945/0,6-7=-3070/0, 7-8=-2637/0,8-9=-2637/0,9-10=-2637/0 BOT CHORD 20-24=0/2227,19-24=0/2227, 18-19=0/2227,18-25=0/3070, 17-25=0/3070,17-26=0/3070, 16-26=0/3070,16-27=0/3070, 15-27=0/3070,15-28=0/1604, 14-28=0/1604 WEBS 1-20=0/1404,4-20=-1483/0,4-18=0/838, 5-18=-294/49,6-18=-582/196, 10-14=-1814/0,10-15=0/1207, 9-15=-336/0,7-15=-726/0, 11-13=-286/148 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. ¢s'.dq-FI-6 191mim W&I lot:TWSZSIIIWt REM IEW A CDP1A M(7ST-aRi W"A(fNDPLs7uV.FN�has-ferE Stupiaaarl!rs aal arfaat¢sanis hasDes mha,iy(TCv,ath,Aek.O.resfap,r.L{dem-%mtts62 eft.Ddns dlx.iu tldd aetle 1DP,a7 giTei u¢tlrsrzYsstal!rostdhrKe l7J laHtdit Asehns Deep hpese;le,S}Yt9J h3u 3endn oJTDO!eKeseds¢¢nr,asAtn rrd!vind eaDeatg reSrnsllliar!xlteC¢SvdrtesrsFTn:sdyJ!IrztY¢iDD Wr.aa/n Trti,T&ililpa Rnap:a�llr3e7[atanNs.uaekti:r Anthony T.Tombo III,P.E. cl nediu inss4!ary tullitp islk nsrw!ililaJdhe9.i¢eCt Draxiscfaed redelk ta!Lsg Desi{cr,ariend!ddWn(,yRCndtie h¢dla:IsJnls tad lPLl.bgJsaaddt#IDD ad nT Fell uedlie inx�s§yka€i•}sareq¢,ufi:9di « n nd Na!i}sfd' 6a resr:asJ.'.:nd 80083 I Ite{'.iY'aJDffa,'d`IIa Qa:laa'.di!ffnsuI W ItrNUD1Ah'Ind(!s.11 Vd4ms d0!kl6er(crtr a¢m Sdery h'ornsaee(6(Sr!rdlisld 47 Klan S6(Awou!"uk+peno!pl 1PRUII,ts3rrs¢;miltn Bid,!sdt!I—Daa!pmIms NIP ugeersalin-.fto.mv;n#ss 4451 St.Lucie Blvd. attniu ldisslETa(adea agecd epah.miq kJ dl ratan lneheA.75eTass Ct;la Fai vents lDi;atu!dar.s;!;aer,erTnss Sfs!!n 6dinudaJhedd'wt.A!Isq:oa!ddr.s,nz LtaedhT1II. Fort Pierce,FL 34946 (opJTight tU 2DI6 A-I cool husses-AnihanyL Tomba III,P.E.6eproducion of this damsent,in any Ism,is prohibited w4cut the wrineo permission lwm A-I EeDITrusses-Antbny 1.Tomb III,P.E. I Job Truss Truss Type Qty Ply Std Pac/651 1 EL D XSPVS6511 DX FL02A Floor 1 1 A0070631 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:45 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-r?PXSstgbLissilgb5l gOZsj64ma0e9EmEzkDJyPWO8 0-4-8 1-3-0 ,i, , 2-6-0 0-10-8 , 2-0-0 1 2-5-4 Dead Load Defl.=1/8 in 1.5x4 II 1.5x4 II 4x6 11 3x3= 3x4= 1.5x4 11 3x3= 3x3= 3x6 FP= 3x6= 1.5x4 11 1 2 3 4 5 6 7 8 9 TA 10 11 c 19 18 17 16 15 14 13 1.5x4 11 4x6= 3x6 FP= 3x6= 1.5x4 11 1.5x4 11 3x6= 3x4= Q 4-� 8-0-0 9-0-0 , 10-0-0 , 17-9-12 04 7-7-8 1-0-0 1-0-0 7-9-12 Plate Offsets(X,Y)— [1:0-3-0,Edge],[13:0-1-12,Edge],[19:Edge,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.18 13-14 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.31 13-14 >660 360 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.02 12 n/a n/a BCDL 5.0 Code FBC2014[rPI2007 Matrix-SH Weight:96 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat)*Except* 132:2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1125/0-5-8 (min.0-1-8) 1 = 1125/04-0 (min.0-1-8) Max Grav 12 = 1125(LC 1) 1 = 1125(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-969/0,2-3=-966/0,3-4=-966/0, 4-5=-2993/0,5-6=-2993/0,6-7=-3135/0, 7-8=-2685/0,8-9=-2685/0,9-10=-2685/0 BOT CHORD 17-18=012255,16-17=0/2255, 15-16=0/3135,14-15=0/3135, 13-14=0/3135,12-13=0/1 630 WEBS 1-18=0/1419,4-18=-1504/0,4-16=0/861, 5-16=-292/56,6-16=-612/135, 10-12=-1902/0,10-13=0/1231, 9-13=-339/0,7-13=-732/0 NOTES- 1 Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Gedq-tlesuilul�yr rzlifx t1e'31{OC;frBiS'SI";E(ir["4(({�jL f(r168(OYi1PGk3(7S16Nt'A7]ji.(CtlCG'yVudl(M�Ilff.TGL�1(d'gl rnrldtrf tBt IM.9 tJl?S p i}STIf1s)t:{B�fi�i'ylRtiJ rtt llt(.dIG(1.TMI1:,r.l.IdtltAt tl:!il::rY%S.Odt31 iITN"6f ddN r411P ICP,m:T AtJll4t01flMrr�E1`Ss17fI:<I1tr I11 hS 1{a 10k11IIL AS tTfRs atll{O rIP[2[Tii.r.Spr[IIII(EldtfYr l7?ffdll plr TaaflFrtltdS l6[f[Frm.l diet rrd:S1111d1t4YFrlilCrlfrtr1111IG(S'IBlIK!(:i<'I n2 f:EETfr15 d!ti[I!eltdlTl!tl)BrIr.O.t/U Tt�l.it2?S'i93S1tOrn1t1.I101;1f11�1(1111,5!Iiilta] T.Tom f bo Ill P.E. e�1t tI R1 TlSSTI'llt{dI{IIt IS tl ltSr11.11n11Td1 �111r.lkt D.iffrag'Rt�f�llllt{dI{t4OtslrElt,ACE(NhfldiL lr(.3?ii Alh!I/I�YA{ITIrIE R:Itil.ilrtfy'n?CdISt!O{III IAJIIt(illldtlllRlLiG�L4 k'L'}S1tlrF.lrlh'I11111 YI{f1I2j19�r+1:!ft!rmS3lhd AnthonyY Zh Re r:+fxy 7!s�lri[:e:lro.t t<k.te,amrtsTW l;inr rrauuloslrldn?sdnl{nlGq(te{LdSderyliemdtrR6f.r!Nnle9,ir'InISK;n!rtI!rxe!'n leml!a:lnt lF�I taiu.3err;ps5attse.efixttLns MdgreLLels Jtx�,¢sayer mirms6'awllaes,sass �80083 'Us mUstil ailaRsll rt91?um ft,1 di rminthd Tlt I..Crap( rzer is lDi�{!da Cs:ter,IrT:I!s5 Pa rerea hnili ul�� 4451 St.Lucie Blvd. T P r T r s3 1 r T- �{ T 9 �a=-a!dt'csnresldmdtllrll. Fort Pierce,FL 34946 fo ni h1C92D16AdRoolhusses-Anthoo T.TombeIII,P.E.Reproduction for s prohibited permission Roof TrussesTambo111,P.E. PY 9 Y P Y '��P P AnthonyY Job Truss Truss Type Qty Ply Std Pac/651 1 EL D A0070632 XSP51 VS61 DX FL03 Floor 2 1 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:46 2016 Page 1 I D:W?qu Lcr?Re?LfzLe98RjH4yHM91-KCzwFCtlMfgjUsts8pY3Y nPuxT6wl5AO?ujHlmyPWO7 0-4-8 1-3-0 m 2-6-0 1-1-12 II 2-0-0 Dead Load Defl.=1/8 in 1.5x4 II 4x6 11 3x3—_ 3x4= 1.5x4 11 3x3= 3x3= 3x6 FP=1.5x4 III 3x6= 1.5x4 11 1 2 3 4 5 6 7 8 9 10 11 I c c 19 18 17 16 15 14 13 1.5x4 11 4x6= 3x6 FP= 1.5x4 11 1.5x4 11 3x6= 3x4= 3x6= 4- 8-3-4 9-3 4 10-3 4 18-1-12 �- 7-10-12 1-0-0 O V 7=10 8 Plate Offsets(X Y)— 11:0-3-0 Edgel [13:0-1-12 Edgel [18:0-2-8 Edgel I LOADING(psf) SPACING- 2-M CS]. DEFL- in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.19 13-14 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.33 13-14 >643 360 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.02 12' n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:97 lb FT=O%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat)*Except* B2:2x4 SP M 30(flat) LOAD CASE(S) I WEBS 2x4 SP No.3(flat) Standard 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) 12 = 1147/0-5-8 (min.0-1-8) 1 = 1147/0-4-0 (min.0-1-8) Max Grav 12 = 1147(LC 1) 1 = 1147(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-988/0,2-3=-986/0,3-4=-986/0, 4-5=-3085/0,5-6=-3085/0,6-7=-3257/0, 7-8=-2756/0,8-9=-2756/0,9-10=-2756/0 BOT CHORD 17-18=0/2310,16-17=012310, 15-16=0/3257,14-15=0/3257, 13-14=0/3257,12-13=0/1666 WEBS 1-18=0/1448,4-18=-1546/0,4-16=0/904, 5-16=-298/24,6-16=-601/105, 10-12=-1944/0,10-13=0/1273, 9-13=343/0,7-13=-785/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Srdq•rinu ilrngtlrrnieetk'fd rOCT fi!SStSriFtlErl Dfe;llt fEWS 8 tDK'dIIGSS(DSIDY,i xf]';AtiMDSLDidfM�hIx iertll Swill imadln rid lead{des n IlisLf3e D!s""�Dr]+iq{Tfw;Id tk ldiu�1.issH C„r.L ldeeae S!!sl kin lsl.Ddm ftAHrul vdd 16 He 7DD,tx!p NsIdurx®tfzkssidl:ecd ht Its Bills k.dil As a ms Wit lquerr{L•.SAenftj W. Inud—Y TIM up—tsrreser—Ilepd'tidud eel!elfvlelequulildA§;It,ln1,d Ile s:eysN!skpd3i sea,TDD OhwerPr41-Ttei.•syfxs3leinlm.I'd.;moene,weloo Anthony ed r3ldi11 Tn:i4!tg , T.Tombo III,P.E. idlliq b R,q, e.dklDP 80083 I1ueSAe20r3V!,jur e.d:eexsse1.1atelN lit,t!dm"S.I seetfesdt1e 4lig.lf faed5edyl amein(t(SfflWSM3klm.4slG eerdv seS53lel ip:kr_ 4451 St.Lucie Blvd. fitMse idirdifo frdnd Bred rpre i, ffiq it dl fides 1.01d.Tkin,sC]0pEgwstls dGT»era:dad Dlsgner,eTnss Sps§s Egn3edar9nlSisf.All sm.W'rdtme lncsishaei IsTRI. Fort Pierce,FL 34946 (opyrigbi02016A-I Roof Trusses-ADlbonyT.Tembo111,P.E.Repiodurtion Df ibis domment,in any form,is prohibited without the writhen permission from A-1 final Trusses-Anthony L Tombo 111,1`1 I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX FL04 Floor 1 1 A0070633 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.ccm Run:7.640 s Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:46 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-KCzwfCtl Mfgj Usts8pY3YnPtGT4pl3WO?ujHlmyPWO7 0-4-8 1-3-0 i, 1 2-6-0 0-0 1-2-14� Dead Load Dell.=1/4 in 1.5x4 II 1.5x4 II 4x6 11 3x3= 3x6= 1.5x4 11 3x3= 3x6 FP=3x3= 1.5x4 11 46= 1.5x4 11 1 2 3 4 5 6 7 8 9 10 11 12 TIA 132 20 19 18 17 16 15 14 1.5x4 11 5x6= 3x6= 3x8 MT20HS FP-- 3x3= 4x6= 3x6= 1.5x4 11 q � 9-7-8 10-7-e 11-7-81 20 a 14 d4- 9-3-0 1-0-0 1-0-0 9-1-6 Plate Offsets(X Y)— [1:0-3-0 Edge] [14.0-1-8 Edge] rl8.0-2-12 Edge] [19.0-2-8 Edge] [20-Edge 0-0 12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.27 14-15 >898 480 MT20 2441190 TCDL 20.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.49 16-18 >500 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code FBC20141FP12007 Matrix-SH Weight:109 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat)*Except* 5)Gap between inside of toll chord bearingand first T 2x4 SP 0(30(flat) diagonal or vertical web shall not exceed 0 500in. BOT CHORD 2xx 4 SP M 30(flat)WEBS 2x4 SP No.3(flat) 6)CAUTION,Do not erect truss backwards. BRACING- TOP CHORD LOAD CASE(S) Structural wood sheathing directly applied or 5-0-13 oc Standard purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13 = 1316/0-6-0 (min.0-1-8) 1 = 1316/0-4-0 (min.0-1-8) Max Grav 13 = 1316(LC 1) 1 = 1316(LC 1) FORCES. (Ib) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1140/0,2-3=-1138/0,3-4=-1138/0, 4-5=-3815/0,5-6=-3815/0,6-7=-4290/0, 7-8=-4290/0,8-9=-4290/0,9-1 0=-3 3 1 410, 10-11=-3314/0 BOT CHORD 18-19=0/2735,17-18=0/4290, 16-17=0/4290,15-16=0/4290, 14-15=0/4091,13-14=0/1945 WEBS 1-19=0/1671,7-15=-361/0,4-19=-1865/0, 4-18=0/1260,5-18=-375/0,6-18=-858/0, 11-1 3=-2269/0,11-14=0/1598, 10-14=-307/0,9-14=906/0,9-15=-71/641 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Gs!ury-r!e!se tlfnelyr re•irr>Se'e l lOof rljssfsl situll GEIR:(TENS 6(np;:mry$(9S1JY.(�79 j lieMOAl[c MENi ffrr Te:Ar duiy To!m.Jen ud n^d e:f>.s ee lssinss)fstcs 9rr iy li[w;!r1 @!1!tlurT.Ital>f',IE lelYex!)!:s!is;f n!.Ud:ss f@s+ise Aal:l!c tle IDO,c�'p ATM n¢es4'Fes`-tiro t!aaffil ke T3D Is 5,rdd As eirxs pesige Eeylrxfs{(e,�aesidli 6du!,;,:e!seei a eryTDe represeels n nnT,xa fi I!e lrN?!fl!Id lq eerla r!spIti11NT`o:N!!Ifs!gnf!ne s'srf Tnss e?lin!l a de lU0 Ni,eller 1A-I.Rx t?rTa nnnpnc.!rct:fpm!lmnf.smeli!ry T rl esedn:sL ss4r enlfi!emis lfre aspuitilihd(se 7n?r.ke o.uiso�x fe !ar!feral(u o!i$f:r,attinn!n!!!u t',,:15:z(ne!!m E.e fdf m:rvct.ae nn'ef!se mo w!e.neunednf inss.a;Eak.Am+szn?,iuh➢mee ud k! u>I' ,-. Mthony T.Tombo ll.,P.E. zt q: z 80083 - ,efe-ise fifnu ipolftd ege?d qu m! niq pT d!re::fs an,shd TO—Cain Ej.,uislCTf.W1sT ofsiliey"lass sys:-a E".:'e.j sL:N.Wrr.:.a:{Y a:enne�`s?f iaRll 4451 St.Lucie Blvd. ' Fort Pierce,FL 34946 (opyrighl©PD1AA-IFaofTwssez-AmhoayT.TomtellLP.f.F.eprodutliovofihisdommenl,inanyform,isptohitBedwitAootthewrineopermissionhoonA-Ipcoffresses-AnihonyT.TomtoIll,p.E. I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS65111 DX FL05 Floor 4 1 A0070634 I Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:47 2016 Page 1 ID:W?quLcr?Re?Lf7Le98RjH4yHM91-oOW ItYux7zyZ50S2iW315y?htPXU W LXEYSrHCyPWO6 0-4-8 1-3-0 „ , 2-6-0 2-0-0 1-10-12 Dead Load Defl.=1/4 in 3x3= 1.5x4 11 5x6 11 1.5x4 11 3x6= 1.5x4 11 3x3= 3x6 FP= 3x3= 1.5x4'1I 4x6= 1.5x4 11 1 2 3 4 5 6 7 8 9 10 11 12 a N4� � 20 19 18 17 16 15 14 13 1.5x4 11 5x6= 3x12 MT20HS FP-- 1.5x4 II 3x3= 4x6'= 3x6= 3x6= 4 9-7-8 10-7-8 11-7 21�-8 -12 4 9-3-0 1-0-0 1-0-0 9-94 Plate Offsets(X Y)— [1.0-3-0 Edge] [14:0-1-8 Edge] [19:0-2-8 Edgel 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 0.92 Vert(LL) -0.35 14-151 >724 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.62 14-15 >405 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.03 13' n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:112 Ib FT=O%F,O%E LUMBER- TOP CHORD 2x4 SP No.2(flat)*Except* 5)Recommend 2x6 strongbacks,on edge,spaced at T2:2x4 SP M 30(flat) 10-0-0 oc and fastened to each truss with 3-10d BOT CHORD 2x4 SP M 30(flat) (0.131"X 3")nails. Strongbacks to be attached to WEBS 2x4 SP No.3(flat) walls at their outer ends or restrained by other means. BRACING- 6)Gap between inside of top chord bearing and first TOP CHORD - diagonal or vertical web shall not exceed 0.500in. Structural wood sheathing directly applied or 2-2-0 oc 7)CAUTION,Do not erect truss backwards. puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, LOAD CASE(S) Except: Standard 2-2-0 oc bracing:15-16. REACTIONS. (lb/size) 13 = 1358/0-5-8 (min.0-1-8) 1 = 1358/0-4-0 (min.0-1-8) Max Grav 13 = 1358(LC 1) 1 = 1358(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1179/0,2-3=-1176/0,3-4=-1176/0, 4-5=-3986/0,5-6=-3986/0,6-7=-4575/0, 7-8=-4575/0,8-9=-4575/0,9-10=-3457/0, 10-11=-3457/0 BOT CHORD 18-19=0/2844,17-18=0/4575, 16-17=0/4575,15-16=014575, 14-15=0/4302,13-14=0/2018 WEBS 1-19=0/1728,7-15=-302/0,4-19=-1946/0, 4-18=0/1333,5-18=-368/0,6-18=-984/0, 11-1 3=-2355/0,11-14=0/1680, 10-14=-299/0,9-14=-986/0,9-15=-43/682 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Plate(s)atjoint(s)20,13,12,1,8,2,3,19,16,6,15, 7,4,18,5,11,14,10 and 9 checked for a plus or minus 0 degree rotation about its center. 4)Plate(s)at joint(s)17 checked for a plus or minus 5 degree rotation about its center. I tsdry rinse tltttggrrz!ittYu'A117Gi t19ii8{'irFFFt'16<R3FL1FFM58(QrallCsS[BtT:iMi xTa'J r.(Ir05,EuGdEri'IHS..Ie:di rtdrt Iemdlrs tIF fGE tdii plbi IIFSS dP1�5�19tiF5r{IryI131F4ItNGFT.TtxtSLi r.E IdtleazF 61t41 Ftl'e H5.Udtl5iiF4V�it sldtF Iaitt)p6,�� #1TtilsrnviFlC[S Ssdi F+litFFIrIFS T3Dlix5dil.r!tI5n10t51Ft[I�rSB(L.�rt:le9r Flptf?r93 L•d110rTD�fEFftitdSREN :tdlFtrid:fillldtresf:te!!Sr55fllilar%'Itt Ft5t9ARtfk'yE TftSSLPIiex@t lINledr.efltl R4l.aMliifllto(1i5t5.htlijlttlinNLSFAtr;il'r Anthony T.Tombo III,P.E. rA yudoit lRts3rtry ldi6rt is lSr resrw5iliNrdix 7atetle 0"teisefie td reSu ne tdfFF Dorp".11 eM91liS lKtii:s;mdHSbw'Fs:e tcrlt a3f?1.1'q;-1'hh1DD Wn:fietlrsedtlS Tnsc®3tfier R:7:c}ntg5,itsM,din uient�SlilF:af`�rz5r:as Efid z80083 ftt'I ert5i3"h iui-tAt3.e.11 Ww LINO ed Iitrf.SI1113L0'I}t Id11551F51:IFiiGlr(LC;ASd Sdt5r F81:1i5115t�ArtFI15W1]PI WI SSU I(5RIt133.'fr�[IF.repl.L TIFF N1tti�'Itf(E9SiS:�Tti6��:`:3155I:T15Si DtlIFIN,T!Kf OtS�M1J�itt3(tl,�rR5i N2'1d5:4!e(.H1ti 4451 St.Lucie Blvd. I tYeHir hfirtdlro6v¢tl oped esnu+rdtitr lT dlrart:n ittdSei lleTnr.Grfsa Evrueeris r0ird'!a'05siraer,aTnes Srs`5ahrnierdtar 6FilliaF.111tgrila3trkms tremidaeibTlFl. Fort Pierce,FL 34946 toppilbi 02016 A-1 Fool Trusses-AntbonyL Tombo Ill,P.I.Reprobdion of ibis dommeni,in any loan,is probibiled without the wrineo permission bon A-I RaofTmsses-Anthony L Tombo Ill,P.I. Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX FL06 Floor 1 1 AO070635 Job Reference optional) , Al Roof Trusses,Fort Pierce,FL Blvd.,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:47 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-oOW ltYux7zyZ50S2iW315y4UtRVUaFXEYSrHCyPWO6 0-1-8 H rt 0 I 2-0-0 —i OAI:� I Dead Load Dell.=1/4 in 1.5x4 II 4x6= 1.5x4= 3x6= 1.5x4 11 3x3= 1.5x4 11 1.5x4 11 3x6 FP= 3x3= 1.5x4 11 3x3= 1.5x4 11 0 1 2 3 4 5 6 7 8 9 10 11 12 22011 •`� W4 C ee e _........___..._ ;7 e e e e o 21 20 19 18 17 16 15 14 13 5x6= 3x6 FP= 5x6= 3x6 FP-- 3x6 11 3x6 11 5x6= 3x6= 3x3= 16-1-10 22-5-10 16-1-10 6-4-0 Plate Offsets(X Y)— [1:Edge 0-0-12] [15.0-1-8 Edge] [19:0-3-0 Edge] [21.0-3-0 Edge],[22:0-1-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.24 17-19 >809 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.46 17-19 >413 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:141 lb FT=0%F,O%E LUMBER- TOP CHORD 2x4 SP No.2(flat)`Except' 4)Recommend 2x6 strongbacks,on edge,spaced at T1:2x4 SP M 3 10-0-0 cc and fastened to each truss with 3-10d BOT CHORD 2x4 SP No.2(flat)t)*Except`Ex B3,B4:2x4 SP M 30(flat) (0.131"X 3")nails. Strongbacks to be attached to WEBS 2x4 SP No.3(flat) walls at their outer ends or restrained by other means. BRACING- 5)CAUTION,Do not erect truss backwards. TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc LOAD CASE(S) pudins, except end verticals. BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 6-0-0 cc bracing:14-15. REACTIONS. (lb/size) 21 = 1010/0-7-4 (min.0-1-8) 13 = 354/Mechanical 15 = 1524/0-6-14 (min.0-1-8) Max Grav 21 = 1015(LC 3) 13 = 390(LC 7) 15 = 1524(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2434/0,3-4=-2434/0,4-5=-2151/0, 5-6=-2151/0,6-7=-2151/0,7-8=0/350, 8-9=0/350 BOT CHORD 20-21=0/1592,19-20=0/1592, 18-19=0/2635,17-18=0/2635, 16-17=0/2151,15-16=0/1499, 14-15=-323/0,13-14=0/417 WEBS 6-16=-479/0,9-15=-712/0,2-21=-1 800/0, 2-19=0/973,3-19=-271/0,4-17=-615/0, 7-15=-1975/0,7-16=011203,11-13=-487/0, 11-14=-345/0,9-14=0/559 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. he'ama;FnsrSrupli nde.ee't;igg£r10S5Egi 5 3 i iEt[!it IrU€S t(CM6U�MS lCAi,Yi MR";!(Ct7YtF0E3!?1T tare.Mrt is�yree:tas u!rnd faits to Mit Frrs:Bcyt[:trio;llDgi ea!!x!£'STr r.IteH fi:P..ia.`e;eeia Sweet lafeie ate.or.':rs asesiu sMN as"t iU,wale )liieY uaeCar rtdss s[211e rselhr e;(6 a}e ta�ii 15arRs;9eti¢trn;uaer;ie..iBer:'.'r iclneej,ee utt e¢ety tE9 rer't;taaw rnpftatet+e rrdesssca;eal.¢era9 rn;us nnM da baidnc sin;le Fras d:yiteem R•er36el�,aala.CFI.rt;lasi;aes:rar`mx'xvsriwut;ee.+c:4h 4a{ r;e^re a<dev Crss,CrOsan's tsAa rlae it'w Anthony T.7ombo IlE,P.E. talnedli.lrass Gra t s t ; 6.'q:+.:.x,n Grrr.e;lkt lt(.Nt lt;d.rt lttal73l'lag ado mllNd 13f rtpenld!.ati9ta!«thelda;ttf he Gus,u:�-larlr 1.shier,x _c 6l S.t(�j AIII t:P!ia1ri35RII'f 80083 Qe{ai!'u;[nit M,Itfia'n1.31I931.iattMb0tP.vi.'+l�r•1^Jattl�:LSElei{s:[G(g)ttttlStnflFltlSa"bdtE.S1:lN-sS;ltr?rsaFlSt(AtffldNlt(elk;.:ral;.rtrsr.PFIda'aShelttysanil'ase+!!am IS;isit:tt:45:.ttiaCsi+�,t;eeUad�Msllaelta'xer,�-'if ddst St.tUCle$IVd, ten.,el"dt.t(asrtt,:dq.m.r�by.!pr<sa,ii.d.i4ina6rsthurGs6i6ttlln;Ms�ce:'rnsS:iaa1q.—.1 ryas.utq�niadr�:4taaW.'i�elrt. Fos Pierce,ci Blvd. (epyrigbt 2016 A-1 Raol feasses-Aefbony f.lambs 111,U litpredorlioa of thisduument,in any lorm,is pro6ibiled v';Ih 1hewinen permission fromA-1 Roof lmsses-Anthony 1,lamba III,P.E. Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX FL07 Floor 2 1 A0070636 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:48 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-Ga4g4uvZuG4Qj91 FGDaXdCUDcHIgDymgSCCOpeyPWO5 0-1-8 H 1 2-&0 2-0-0 1-10-2 Dead Load Defl.=3/8 in 3x6= 4x8= 3x4= 3x6 FP= 4x8= 0 1 2 3 4 5 6 7 8 i 9 10 11 i � `•=1rH2 i1 c it -__............... e- - - 1i4 13 12 20 19 18 17 16 15 3x6- 4x8= 3xl2 MT20HS FP= 3x4= 3x4- 4x8= 3x6= i 10-6-0 11-6-0,1211 22-5-10 10-6-0 1-0-0 10 -0 9-11-10 Plate Offsets(X,Y)- [1:Edge,0-0-12],[16:0-1-8,Edge],[17:0-1-8,Edge],[21:0-1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.39 17-19I >680 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.74 17-191 >360 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.12 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH I Weight:119 Ib FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP M 30(flat)`Except' 5)Plate(s)atjoint(s)21,20,1,12,11,7,17,5,16,6, T2:2x4 SP No.2(flat) 2,19,3,4,10,13,14,9,8 and 15 checked for a plus BOT CHORD 2x4 SP M 30(flat)`Except' B2:2x4 SP M 31(flat) or minus 0 degree rotation about its center. WEBS 2x4 SP No.3(flat) 6)Refer to girder(s)for truss to truss connections. BRACING- 7)Recommend 2x6 strongbacks,on edge,spaced,at TOP CHORD 10-0-0 oc and fastened to each truss with 3-10d Structural wood sheathing directly applied or 4-6-12 oc (0.131"X 3")nails. Strongbacks to be attached to purlins, except end verticals. walls at their outer ends or restrained by other means. BOT CHORD 8)CAUTION,Do not erect truss backwards. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) LOAD CASE(S) 20 = 1441/0-7-4 (min.0-1-8) Standard 12 = 1448/Mechanical Max Grav 12 = 1448(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3788/0,3-4=-3788/0,4-5=-5208/0, 5-6=-5208/0,6-7=-5208/0,7-8=-5208/0, 8-9=-3806/0,9-10=-3806/0 BOT CHORD 19-20=0/2213,18-19=0/4774, 17-18=0/4774,16-17=0/5208, 15-16=0/4806,14-15=0/4806, 13-14=0/2231,12-13=0/2231 WEBS 5-17=-306/0,6-16=-356/0,2-20=-2561/0, 2-19=0/1838,3-19=290/0,4-1 9=-1 15110, 4-17=0/840,10-12=2587/0,10-14=0/1827, 9-14=-312/0,8-14=-1160/0, 8-16=-35/905 j NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Plate(s)at joints)18 checked for a plus or minus 5 degree rotation about its center. Gefeag•Pta;e ?sr�s!y ftiaat6e'i 10 i{CSSISIZat..vYfut IRAs EiCYCIIFSYt[liigY�M[i'R[CYgiiLEDFL''tYfuo.renh It apretr!us ntfefd odes eeffisrms W:i;e[reriey CClglaa Rc:eaij r.It,M IE.F..tJnfua ffettiden ris.!k'rse csiss sMttattt 7;@,tdr NiTetsavtfif pa'-s stt:i tt estthrae lP`bles::idlsul:ess C¢tip 6pi3etrlix,Spfctifi[aYva.l4eseduefyrgierese>'s ss enp!uf:sr�!esuxasayz, nsyss :nrir:tss,dras si!f tfau r•rafam�rgfay nAn nu.rxaf:gf�s:sys:xrry�aaE;:.f.:�n Anthony T.Tombo 1I1,P.E. tttc±tflPJ;loss hrayW�i�s:Pn;[�xsd<sdix Crit:,4f Uxsy's mAfexdgnlu""„t b�iag k;lf.,ufie tFzfnf`M IIC de 6[std:a foal Y»I;inJ u4s a+3 irbl lt:fppwsl�rf Pgn:sxs Ldlnedtteims;i.is sy Sa�ar.sN!rr,¢:s'Gaslkuuq st:Clef+!;fs4�n'tdnd ," Lucie BIVd. .80083 tlf tnllu{afsipff nl Gena:ty.All St. 4451 asfn ul ertn7f fE8 fed tlf pecus ut t:G;::fescd4{-!ctpScspam Seky ldars:m Y3t rri:s'szli.iH eft St(Aae;ixn[4dYsuf:rlrWisxL lrtI ddn?Sfiflfiytueai3f5as 1>tas tlSifcf{Gfi:g:5rfxs 6:Sya[Irylt nl inssNakliEzU,1a!si ' dttf"i;tdd19*e[fehsdrfed.pfrtitn!5g6yrpcfiesind!N.ideTfraPesiyAFe;±efs;isfiCifne6ai16rpCsiyett,e:ifassSysten[elaeduaullify-AS ftliMllfxllrafaetsdf5fed!tl%1. Fort Pierce,FL 34946 CopyrightV 2➢16A-I Roof Trusses AethanyLlomboff6P.E.Repedactionof ibis dommeot,in any form,isptobibiledwilbautthewittenpefmissian final A-lfool NMI-Manny 1.Man W,P.E. I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX FL08 Floor 4 1 A0070637 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:48 2016 Page 1 ID:W?quLcr?Re?Lf7Le98RjH4yHM91-Ga4g4uvZuG4Qj91 FGDaXdCUEcHIdDOWgSCCOpeyPWO5 0-1-8 H 1 2-6-0 2-0-0 —H 1-3-6 1-3-0 Dead Load Defl.=5/16 in 4x8= 3x4= 3x3= 3x6 FP= 3x4= 4x6= 0 1 2 3 4 5 6 78 9 10 11 12 EL 1 ` c e e e 20 19 18 17 16 15 14 13 3x6= 4x8= 3x12 MT20HS FP-- 3x6= 48= 4x4= 3x4= 10-6-0 ill-6-0 12-6-0 23-0-6 10-6-0 1. -0 10-6 6 Plate Offsets(X Y)-- [1:Edge 0-0-12] [11.0-2-0 Edge] f13•Edge 0-1-8] [14.0-2-8 Edge],[17:0-1-8 Edge] [19.0 3 8 Edge] r21.0 1 8 0 0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.38 17-19 >730 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.72 17-19 >380 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.13 13 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:120 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP M 30(flat) 4)Plate(s)atjoint(s)18 checked for a plus or minus 5 BOT CHORD 2x4 SP M 30(flat)"Except` degree rotation about its center. B2:2x4 SP M 31(flat) 5)Plate(s)atjoint(s)21,20,1,13,12,8,17,5,16,6, WEBS 2x4 SP No.3(flat)*Except' 2,19,3,4,11,14,10,9,15 and 7 checked fora plus W2:2x4 SP No.2(flat) BRACING- or minus 0 degree rotation about its center. TOP CHORD 6)Recommend 2x6 strongbacks,on edge,spaced at Structural wood sheathing directly applied or 6-0-0 oc 10-0-0 oc and fastened to each truss with 3-10d puriins, except end verticals. (0.131"X 3")nails. Strongbacks to be attached to BOT CHORD walls at their outer ends or restrained by other means. Rigid ceiling directly applied or 10-0-0 oc bracing, 7)CAUTION,Do not erect truss backwards. Except: 2-2-0 oc bracing:17-19. LOAD CASE(S) REACTIONS. (lb/size) Standard 20 = 1478/0-7-4 (min.0-1-8) 13 = 1486/0-5-8 (min.0-1-8) Max Grav 20 = 1478(LC 1) 13 = 1486(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3912/0,3-4=-3912/0,4-5=-5478/0, 5-6=-5478/0,6-7=-5283/0,7-8=-5283/0, 8-9=-5283/0,9-10=-3150/0, 10-11=-3150/0 BOT CHORD 19-20=0/2275,18-19=0/4961, 17-18=0/4961,16-17=0/5478, 15-16=0/5478,14-15=0/4484, 13-14=0/1219 WEBS 5-17=-330/0,2-20=-2632/0,2-19=0/1910, 3-19=-293/0,4-19=1224/0,4-17=0/917, 11-13=1881/0,11-14=0/2253, 10-14=-312/0,9-14=1557/0,9-15=0/932, 7-15=342/57,6-15=-762/232 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. BI1(:'J.(tdiF ed(9'x�s'n{If dlea NiIerEaDsDnK IflRl'rtprt:EI s—js!e 4a!Itis•1de41Ra19(yf 1ix5'(r:n:ddl ulrlarlpdlt'li,t F hfdiAu6 e l(ttA0lIeel SI 2 fiNltsDji PYdicefflEl!6I afmMISS tt ldLx lj 7pSU¢EDn.lffsSP llElAxt eRplremiEW,alS sTe E®rWRd!gs+AdC!(lSfl-l6:l]sEll'.ifcpmkest t0kf!.iI9 ti 1lCpiM(`t�rIl aYen-MS7hGcAfrysX:gln6:aMra,IRN miI6•Net-1a{t hQSpm Asairne Duff.fiow(in.$eddy fkt-enl flt R ny TOD!lprestlis fs,.'pEsi4 eEnfsdFrxd-ld:lsNtl(gid-t71opin-Ipl fddSaStslefiRalfrl r.a d.sA:lD dr eF!qe1 d tte.9l�./ehsldnl3pf!mti m;s Lil.leafs as:dsD AdEa3sS�mnNe�l1P ffiaeT.RditkrySlti.II 04 S4'siSeltsfliIh(If se:fKf1f TerEnSr!.Rdr�ashh'l 8SE!,aDd.1E d Irle,le"Nfe:fiaD,eRT 1SK1!3esIN.!,tNa.r:Ndres1 n�p!!!.:—rDadSlns�p!ia]flNRcNlvetAislrel eltl!ASR!AsIl Ot9nod ntl1^es!,m!sNrDn.,a Mii:ty!n! i Anthony ony T.Tomba III,P.E..E.5.1q ffiedvR daWgDWj.!'-?rRttdtlit Xil L:-lWlubyr pSfid TDD r.a!rs5¢d z 80083 4451 St.Lucie Blvd.%(omP)iTqi hf 0 HUA-AodLosses-Anfhao T.Tomho Ill,P.E.Re mdudion offhis dommenf,in any form,ispEohihifedwithaufthewrittenptmission Tons A-I Roof Trusses-Anthonyl Tomb ill,P,E. Fort Pierce,FL 34946 I Job Truss Truss Type Qty Ply Std Pac/6511 EL D X'SPVS6511DX FL09 Floor 1 1 A0070638 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:48 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-Ga4g4uvZuG4Qj91 FGDaXdCUAuHnvD?JgSCCOpeyPWO5 2-6 02�' 2-0-0 2-5 10 Dead Load Dell.=3/16 in 1.5x4 11 3x6= 1.5x4 11 3x3=1.5x4 11 3x3= 3x6 FP= 1.5x4 11 3x6= 1.5x4 11 1 2 3 Tj 4 5 6 7 8 9 10 I� I c �. W1 c & t t tr 16 15 14 13 i 12 11 3x6= 3x8=3x8 MT20HS FP-- 3x3= 1.5x4 11 3x6= 3x6= 9-7-10 8-6-2 8-7,10 10-7-10 18-5-12 8-6-2 0-1-8 1-0-0 1-0-0 7-10-2 Plate Offsets(X Y)— [1:Edge 0-0-121 [2:0-2-12 Edgel [12:0-1-8 Edgel I LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.24 14-16 >905 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.42 14-16 >524 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:96 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 1193/Mechanical 17 = 1193/0-9-8 (min.0-1-8) Max Grav 11 = 1193(LC 1) 17 = 1193(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2909/0,3-4=-2909/0,4-5=-3515/0, 5-6=-3515/0,6-7=-2902/0,7-8=-2902/0, 8-9=-2902/0 BOT CHORD 16-17=0/1743,15-16=0/3476, 14-15=0/3476,13-14=0/3515, 12-13=0/3515,11-12=0/1742 WEBS j 5-14=-319/117,2-17=2034/0, 2-16=0/1361,3-16=-303/0,4-16=-679/0, 4-14=-229/472,9-11=-2033/0, 9-12=011353,8-12=-338/0,6-12=-912/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)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. tNnsq Rro;e3s±tap'p n�a.Re'S;{6or 10SSFS{41i.R r�M1rsl r114i E fCNO`n7MS.L5i2N;'W!U"!:[16iU0.k4T'sta ra'!es�Txme;us ni rerlesiet is filtrms Drip[ztsi¢p,+i0pial:k 4:q T.r�3t f.F:.l€`errtn S1efl ldnen!.s`e:t�e.ist r'Cxrmt4 TU,aah Wieteur!ek!elder sN9re¢sd(srR!t63hke rdLL2s¢7!s!!Srainjaeer,ia.Spccj irrs3!r;,Res!.ee QP Ys3!er#!trrtm!xgtue&Rei'dessiati tata!eixgm(sew t!hr.:e tetipdri!sirgl!iro:sle{:!la:`.tP3ed.,ederftrl.rsdesgs nsre sas a^.r`yr,:us:!e'r'rAh Anthony T.Tornbo III,P.E. .1W01141 It ss ke ar tr3ar;+..re;icar0:'.;edGt t+rv•,Re Ov¢ sMSa n(eptda:aE T�(k uie 6t!s�:tNE:ReI{CRe R(sttRe lnd u!fors!o!r!IA.TI:npndd l;Ow'te7 fid(¢!lfl l€I ions,tzza(eatr¢r.sh!Ere s.i:!ea sd4req sldl L•A!n:p¢!s!kd'pd 480083 Rlrsil(0rP!LpeeOr(elltpSLe.I.II9d1S4111NOi3eICE�Sfrtt�(er¢pdeq:y}`:.}{plM}{Y:fS3(iSe;¢itlSeiI5I6I¢IR3^A!{Y.IR/¢1t'9tlg):flKISKIWeedNlFterStrtt!!dixlC{t(r{Ip!!03[13eteij3lt!lil.'.ISOdI¢Ite5d:3er.etS?iSipY,.lMfI43p(eQElFfi'si lf1erlilBIGGJ•tt;Wi!Sf 4451 St.Lucie Blvd. den•iuMeed err[ahel sp!ed¢pw ie ai":q6r ci dies Gnlrtd.iheLn2 P!sip Ey-!etas E3`:Re{nl7i!r Cksiper.e!ltrss Srdea Ee:ittadm4ulC!}.la rgil!!i,!11nas srendt5e!t it iF41. Fo(`Pierce,FL 34946 (epytigu 02016 Al Roof Trusses-Aerboq�T.Iumbe III,P.E.Reprcda;tioo nl tbisde:umsaf:iauny form,is Fmbibited Wilbur the r 0im permission from A l Roof Trusses-Anthony T.le.10 III,P.I. Job Truss Truss Type QtY Ply Std Pac/6511 EL D XSPVS6511 DX FL10 Floor 1 1 A0070639 Job Reference(optional) a ., Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:49 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-kne2lEwBfaCHLJbRgx5mAP1 KBh4fySSghsxyM5yPWO4 2-6-0 2-0-0 OI —10-4� Dead Load Defl.=3/16 in 1.5x4 11 3x6= 1.5x4 11 3x3= 1.5x4 II 3x3= 3x6 FP= 1.5x4 11 3x6= 1.5x4 11 1 2 3 Tj 4 5 6 7 8 9 10 c 10 c 16 15 14 13 12 3x6= 3x8= 3x8 MT20HS FP-- 3x3= 3x8= 3x6= 1.5x4 SP-- 1.5x4 II 7-10-8 8-10-8 9-10-8 18-7-4 7-10-8 1-0-0 1-0-0 8-8-12 Plate Offsets(X,Y)— [1:Edge,0-0-121,[2:0-2-12,Edge),[9:0-2-12 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 0.98 Vert(LL) -0.26 12-13 >869 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.44 12-13 >501 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(fL) 0.08 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:96 lb FT=O%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat)'Except` B2:2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:14-16. REACTIONS. (lb/size) 11 = 1201/0-5-8 (min.0-1-8) 17 = 1201/0-5-8 (min.0-1-8) Max Grav 11 = 1201(LC 1) 17 = 1201(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2930/0,3-4=-2930/0,4-5=-3563/0, 5-6=-3563/0,6-7=-2936/0,7-8=-2936/0, 8-9=-2936/0 BOT CHORD 16-17=0/1755,15-16=0/3563, 14-15=0/3563,13-14=0/3563, 12-13=0/3515,11-12=0/1756 WEBS 5-13=-305/100,2-17=2048/0, 2-16=0/1371,3-16=340/0,4-16=-930/0, 9-1 1=-2050/0,9-12=0/1377,8-12=-303/0, 6-12=-683/0,6-13=-215/468 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6edq-rIl::e tlnHlFl•re•ire fh';I;PG:6(RSrS;iEEIEI'y fd!iieY.RIDS 8(Pr'.IIIC'as(DS1DY,[;11U'1!(CtlCG:M;NEAr(era,.letrp ieayepoeadm eH real odes ullisLes:De::iJ hQviy IRA;a 31h;eNHrI.IQsls C%tf.tderlxe S!!sf Sere esl.Dd!ss dlvriH ddel H tle IDP,s�y NIIF%(HQ.E20(�hlSSd'.E91itlfBf dS lDDsa 411!iI.;SETIQSI DPZI)e ElylrzHll.e.SH:l111t 4tlHe(1.nlS!d ee QlrTDO rlpfesmflL[NreQ:tdlle plil!SSIBQLIef{bF!'Ie[(eSpBltllllOp]'ReI(fWAlld'!S!EwPTR!S{!'III!IILIle1CD B11r.05et{Ty-I.R3 E!S jt 3fSea eC.ItfLEpiQ16tl01f.f•IlAillfp AnthonyT.T cl esedeis lress4l ut tulfiep is Sle respnsiltliR or,Peur.t40-el QaEOeir(d eyes ar E4 td!rie?PesiSHr,.ah!Rdeddli l!(Afll(.lt!!b(dlatay ale mi KL T!g-ldlle SDP W—l!Iieli 11106,nst.hdr6ut�!i^yt!Q�ge,leshlldiH ue EHr�36ili!(6,(niae�:hd Y O(sib0 I11,P.E. ztEkrrle3es:.sleufH.R(R ;.,uisss;Wi14TOOWfH,adwvnf I•Inl01!kEfi (Qmm:esde lr-un."Mr,.1141SW IMMSlUm!nl!(xeM em: Ame74ft5QH4.R-iftes.16rnel.-TmsDO'..IessDm :90083 r r r�- y r a r ti T s. y 1 ag nmsfnssNeHe nv,Hs; 4451 St.Lucie Blvd. r'1(Mse ldv(�IsQ69�Nlpe(drenu+mtililyd!ru:.nm:'H115e 1nsshsla Es3n!erislCi CeLs7ap6(s:3ler,uTR!s S/Yla Ealu!<rdnrS*J+�lp.{ll(n.ua4tros Hlmdd!!InRl1. (opt�ig6ECii 2016A-1Foo(Trusses-Anldony1.TomhallLP.L Peprodudionof ibis dommenf,in any lurn,ispsabihifedwithcrlAte rineoptrmission from A-1 Real Trusses-Anlhonyl.Tomb III,P.L Fort Pierre,FL 34946 Job Truss Truss Type Oty Ply j Std Pac/6511 EL D XSPVS6511 DX FL11 Floor 1 1, A0070640 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:49 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-kne2lEwBfaCHLJbRgx5mAP1 Rth79yakghsxyM5yPWO4 i 2-6-7 „ 2-0-0 2-5-2 I 1.5x4 11 3x3= 1.5x4 11 1 2 3 3x3= 4 0 2 W m I' I 131 8 9 7 10 6 11 5 1.5x4 II 1.5x4 II 3x3= 3x3= 2-9-7 3 9-7 4-9-7 7-5-10 2-9-7 1-0-0 1-0-0 2-8-2 1 Plate Offsets(X Y)— 11:Edge 0-0-12) 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 0.56 Vert(LL) -0.11 7-8 >794 4.80 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.13 7-8 >693 '360 ! BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014ITP12007 Matrix-SH Weight:39 Ib 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-M oc bracing. i REACTIONS. (lb/size) 8 = 477/041-8 (min.0-1-8) 5 = 477/Mechanical Max Grav 8 = 477(LC 1) 5 = 477(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-567/0 BOT CHORD 8-9=0/567,7-9=0/567,7-10=0/567, 6-10=0/567,6-11=0/567,5-11=0/567 WEBS 2-8=-656/0,3-5=-663/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard I 8`Hb'ai r`:.✓ate 9Y.[s;]!r n!Itw wt j 10gT TIDSSL;'Si:Y;.ers(r2tT:L4j a iDrD7pYI rLiTDYrGffr`;.CCI'Jh1rD:!1C5r(Y".Mdr I!rmi—'d1 W tt31 pelts t[air 1r;,s Nsi F D'-i"I DDI.&V irlm 1.1f:s[Ell.rF.tf[;L•Ne!!Str[Itlt±.DEt3E3P.xilt t'a eE M»I TcD,Fth (!Ii[r[?3±t?QItFI±11147rt[IK1qd±IO h1tlfLTlir;f!S D<ti11 {f(It.>itl'f:e^J9?JiG±ItFI tE�'rD;±�R;;Gi9Ylti1dtL0.Hr'tIt1C;P5 t3iNtllytt;iSP..*-'h Rt I�;U,1)J[i!9;I II;U411I±rL!Cd TB;±X,t;iRlrFL rC 3:;�iGX3j�Zi;Iiii"rt �ttt;!L^T..�It thony T.Tomto 111,P.E. 61[?IEIIt:T;[Il hrar r±,�ia]!I»=r1lii:i# d11t CYM',6[D[F[f Jfe1:H;I;IFrltle[�L43i:Y]r.eRf±[!e;'Ekf!lSe IrCITt!SC6:uR{IY;II±iS!±iie:£ ITrII.11±iril'r;Flfi,'E±TuD ttI C;:IY'!E[:f II1SlI([SI;�;i-12i A1±(Ii1r.iF11(lR;Rtn:.LflP EiP.[Si 115II t!Mrt?JRSi:IL-'{4f 80083 et ht:urD;sipar ail frtttanr.111 aa±]stl fd a'§±TDD ut3x rncus a;dp;r'.x;sa' fk:'un(casF[en5e:ts lFrnt•¢�I(I(sl;riEti:dhTl tF/sUA ae;F:`xm;lh(t±G[Ir[i1Lke.lisl d]!";I lli rffeJ±I1:lI:':Ifl fil l[INI±i.73TR?ii[i!pltfiil DtLjF LCtFIV Rtit[II�F19IttisG;W'.!II 4451 St.Lucie Blvd. ' [1Eae!?;Sdoe!!(ere;hzltpedgteltneiy6rs;pciiuifnNd.iltTn?sDriln6gzttIs��i6dei11iFiD;siiA¢ca'rns$!s!taErit4dgL[Jviaq,PmrilaliAN;a;et;s Mod 4M1. Fo,-Pierce,FL 34946 Upright 20H I Real Trusses-Arlhony1.lombeHLI'E.leptsdodiono this drnmen:in any farm,is prohibited wAoullhxrttenpnmission hour Ad Real Trusses-Anthony I.Tombo111,P.E. Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DIX FL12 Floor 1 1 A0070641 Job Reference(optional) r Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:50 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-CzCQVaxpPuK8yTAdNec?jdaW05UchyozwW hVuXyPWO3 2-6-0 1-10-10 2-0-0 Dead Load Defl.=118 in 3x3 11 3x4= 1.5x4 11 3x3= 1.5x4 11 3x4= 1.5x4 11 1 2 3 4 5 6 7 W1 e i o' 11 10 93x4= 8 3x6= 3x6= 1.5x4 11 3x4= 7-4-10 8--10 ! 9�-10 , 14-7-10 7-4-10 1-0-0 1-0-0 5-3-0 Plate Offsets(X,Y)— f9:0-1-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.19 10-11 >893 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.31 10-11 >563 360 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code FBC20141TPI2007 Matrix-SH Weight:77 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 939/0-7-4 (min.0-1-8) 8 = 939/Mechanical Max Grav 12 = 939(LC 1) 8 = 939(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2083/0,3-4=-2083/0,4-5=-2126/0, 5-6=-2126/0 BOT CHORD 11-12=0/1350,10-11=0/2126,9-10=0/2126, 8-9=0/1327 WEBS 5-9=-363/0,2-12=-1566/0,2-11=0/855, 3-11=-341/0,4-11=-351/157,6-8=-1549/0, 6-9=0/960 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Old(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Neia:y P:"!ass 3rfegi!g!fut«Me'S;IOdrIUSSESi S1 ff;;Es;tt(r(i4i t(DdDrt3MS(4Yr�N�M[t j'dKeOitED;ttrli"ro.rally gf4^yYe2!fir!u!teal sales fe Misrou 6e:yv U:nieg Ohgni 5±efi±xsg r.laa)e�f:.l<sea!Sat±!ltfelf aal.cE!!i f'k!wiSt t e€fo 3t tu0.ael! xl tt f39!f8rgldf!ft!!I tf ak`lttt:1!I[=:htf 1F'Il.Isal±f1:?i.y]ta;ll+ltl2.)g!!u'.?f ±A,ik!±LI IE C:/g.M1 lfYtiRll of a'.fa;76¢(a0. 4S�±!'ER1atg'3±±fY;t±S�eYS3_h}PI4'S i351)1 aI2?511yI!IF:S l:r.^±IMS:�:Q aala,iGlp lrFl r1I3�615k'S$' .ia5�6'�:i5:;565!;3d f:iaig eLl ese f!t',mis lm s,3 sr�.n g .htie!fa"fr.f`h±Itc!Ea a:a �:<ol utd�,gtfe!ait.IL ta±,;pod Ott IN a+dot rdt ttl at Nss:dr�l varr,slag .f. .ro±�:s:r.:>a skn>!A!re!).'Ura Anthony T.10083Tornb itl,P.E. ' at ag! ;essx'addaC+,fa!,heC=a±%stadfitia+I -t:- M a ^80083 11+t tdu;Lngeftclfunatu.:tO to afesMuS±ii?r6&q•:sus aclq !24 t rsEq(ary elSd't Idfr:a:agY.ff,:;easn°i tr iN fad SFU ere rf`.xemal fr;x±d;mtme RII lde+s 6e ,paseil`atc+rl.ufsd3t hs<s Eftcw.:tass a±s�f&;mfr alrmftlaasf+[:er,w'±ss 4451 St.Lucie Blvd. e0nw,s ddiati heR+5r.!a;r±N qce a �;k;r,M—lit:hnlrti.le r,eu 6rsp Eyire rst0 fiataillog Desi;<w,f:;sass Snree k;sfe:da+ytwltieq 1'I agiifliml tr><:re asldRfl is rfld.(epytigEtCt2016AI Roof Trusses Anl6uoyLiom6ellhP.:.Repmdati000l this dc;ument,in any form,is Prohibited withoutthewtitlenpetmissioa[rem AI Roof Trusses Anthony 1.Tambo111,P.E. Foci?fierce,FL 34446 I Job Truss Truss Type Qty Fy 1 Std Pac/651 1'EL D X'SPVS6511 DX FL13 Floor g 1 A0070642 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:50 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-CzCQVazpPuK8yTAdNec?jdaa35QChyhzwWhVuXyPWO3 260 r 1 I 200 F-- Dead Load Defl.=1/8 in 3x3 11 3x4= 1.5x4 11 3x3= 3x3= 1.5x4l I I 3x4= 1.5x4 11 1 2 3 4 5 6 7 8 Z W7 d• 13 12 11 10 1 9 3x6= 3x6= 1.5x4 11 1.5x4 11 3x6= 3x4= 15-0-14 15-0-14 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.13 12-13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.22 12-13 I >817 360 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:82 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 14 = 968/0-6-14 (min.0-1-8) 9 = 968/Mechanical Max Grav 14 = 968(LC 1) 9 = 968(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2162/0,3-4=-2162/0,4-5=-2302/0, 5-6=-2141/0,6-7=-2141/0 BOT CHORD 13-14=0/1399,12-13=0/2302 11-1 2=0/2302,10-11=012302:9-1 0=0/1 373 WEBS 2-14=-1622/0,2-13=0/890,3-13=-291/0, 4-13=-434/42,7-9=-1602/0,7-10=0/897, 5-10=-584/20 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard futq—,st 3cizti!t it'll.Ge 11 IgOI irgSSES{S?SrireEstill IEWS tdOeDTINS',It,0H^Mfr,,YKkQC05tltl'fro,led.k;ap:Exans u!uFd odes se H"s'os1 Dayt ke.iet{DOi c+lh±AE::ajI.il.hLF.E leanol Wet Idut le.Dress Ffie+is!s:'etElth TDD,my 1ft1 @9tt rld!Sf hEiedfgfSl irl=hlp iF��35lIRii"II�EJl ilfli2,>tlf+EBf'9Ep�_@!iG'i eE fFfli$IEjTifSi®Y.flrhJ4'd''.t:iltikiM'E3j3T?113AtlfrttL3c3lI11:1.EElijIdDE Lt'yl2 ili:ld:(L^Ee08i2I`�Ed!,MrII1t41.r3:lEsijEgiESr`llS;i:St;C�'UE:;4t2'llr Anthony T.Tomb-0 III,P.E. lsintdttisonshrel g112:1..6aiease;,YdfiEDrx,,fitgs"Ar4'rdopdn;t&,'. Duvt,'ithe Wine.ra[K.dt at ud;.t tall mlrutseft Of 1114. ltpsvd et"al DEd ut laN l:eEf Re Tnst;urdst tFEAet.dur,t,u;;aa nFE^IGuilt sldl tl iL>it1)FisMd^1d 180083 ' 6tI.M.1Inip.rdrutrulu.nvlmseltda1h1r-callErrecns e,Np'�'astdttel<l6et(ritua sddt le.I.Ta(7ESpohislitElfiul Sulatllf—mfxI-d ldlurt.Rol ldau fselEspuail'es eldl tvndtx UEss ias�clw:Inss Cesyl Ftrceu ae lnsskssdEF>r.,w;tss tRnNu ddael h,trahul ell bt ral6t Dni«! 'm SnIn siasElEq W16E Atitlihii,tiluolutisi f.di,lPl�l. Fort St. ,FL Blvd. • eti epuiEntityttrtlsllnastltd ihlnnDlilpEetrza�isKd y p,El } P� f07iPlerto,FL 34946 Upright 02016A-1 Roof Tiosses-Anthony I.posoha III,P.E,pepsodolionollhissi mment:incoyfosm,ispsobibiledwAoulthewtillenpssmissiontomA-IAoofLasm-AnIhnny1;lomboIII,P.I. I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX FL14 Floor 3 1 A0070643 Job Reference(optional) { Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:51 2016 Page 1 ID:W?q uLcr?Re?LfzLe98RjH4yHM91-g9mpjvxRABT?adlgxM8EFg6miUrgQRN78AQ2QryP WO2 0-1-8 H 2-6-0 0-8-10 1 2-0-0 2-8-8 1.5x4 11 3x4= 1.5x4 11 1.5x4 11 1 2 3 4 3x6= 5 Ti 10 L 1.5x4= W1 c Bi A' p• 0 11 8 12 7 13 6 3x3= 1.5x4 11 3x6= 3x6= 3-5-10 3 7 2 4-7-2 5-7-2 8-6-10 3 5-10 0-1-8 1-0-0 1-0-0 2-11-8 Plate Offsets(X Y)— [1:Edge 0-0-12] [2'0-1-8 Edge] 14.0-1-8 Edge] [10:0-1-8 0-0-121 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 0.60 Vert(LL) -0.17 8-9 >593 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.21 8-9 >482 360 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(fL) 0.02 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:40 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9 = 536/0-7-4 (min.0-1-8) 6 = 544/Mechanical Max Grav 9 = 536(LC 1) 6 = 544(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1262/0,3-4=-1262/0 BOT CHORD 9-11=0/1187,8-11=0/1187,8-12=0/1262, 7-12=0/1262,7-13=0/1262,6-13=0/1262 WEBS 2-9=-1 241/0,2-8=-1 21322,4-6=-1321/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Wti�rd:asi 3i�a:3ir nflta f!:'Si ICJf IUSSE;"Sit::if_a;ts!17s!4 t iCka1�NS;CitiN�tU±ri j 1rCi0alrOsi'r41•t:ea Tads ifsge rr¢xf�is u!na!¢ices u Ms'rris 6esgs ka.iel;iOPt W as kier�f i.male c r1.ra.!reue SfEttlefue°ie.�±ss cie+rist eR'K as�f i90,sdr Nisei tauei`sa gldes step le isa'hsti±ICle l±atud 1s a Ines Eeiia!agnler{I l.,gyaPg�ga!tArt!i!d IE¢y iCD Ifitet±Y:i as±atghti±d±Fdfii'F!Y t1l!Y.N3g I[SgceS J::hda{Ci!dfsig¢d t!s siagl±Trc:a lyi;ee to C.tl?6 rzlr,asix IIFI,to±lesigq esix>-yea;'wag iul5ut:ie!d:'ih T r g µasr de¢Ors le Cxevis ¢i nl±t le •Tz ro.e. ,nht!t fde p II!,!!It a !lnali lda tlt sli.11 Ta! ^i'0s!ai fiela es! tf lnis,utx g vdl g,hnpe,m :._,a E rri gs!¢p!!a!ttspasrsila s Anthor T.Tornbo II-,P.E. asd ;last late d da at!n g g g °._ 1Dpsisl a'„... Y Z 80083 nir.iltug@vgitr mleama�it.lll eats seg±dng5t1C e±6�grecas aN g,^.:!.andd.Fr:i�nresfifmiitYl ldera:saa(YSf p»'ikdir iN ndS fne n'"nnlgatgerd g•idzu.PII lt'nxs 4e af9use,L!teal lints al h!L•suC¢ac.!i,rms&vga[er.¢:a adiras Na¢dadrer,ct±ss A451 St.Lucie Blvd. Zt ellariu if�din toter)eged gesso ri gli o;gclia utdrtt ii!i�tsi 6ai�ga r,;2tff lsut6e Colin 6tn�ati.a Tt.ss s.nta fm"d—Wa.g. nga,uedl,:rs.s ae'aaa ii in 1. For Pierce,ci 3lvd. (cpyrighlC2016A-1 Real Trusses-Cathay 1.Tomba III,P.F.Reptoduffiouof1hisdemmeat,inenyTosm,ispsobibitrdwilFaeflheaa6ssenpetmissiacfromAdfoalTrusses-Anihni,1.Tombo111,P.E, I Job Truss Truss Type Qty Ply 1StdPac/6511ELD XSPVS6511 DX FL15 Floor 1 1 A0070644 I Job Reference o p tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:51 2016 Page 1 I D:W?qu Lcr?Re?LfzLe98RjH4yHM91-g9mpjvxRABT?adlgxM8EFg6n6UuvQUX78AQ2QryP W02 2-1-4 , 2-0-0 2-6-6 1.5x4 11 3x3= 1.5x4 11 1 2 3 3x3= 4 I I RNfVjj W1 0 co A. I 1 r I 8 7 6 5 1.5x4 II 1.5x4 II 3x3= 3x3= 2-4-4 3-0� 4�4 7-1-10 2 4 4 1-0-0 1-0-0 2-9-6 1 Plate Offsets(X Y)— f 1:Edge 0-0-12) LOADING(psfl SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.05 5-61 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.44 Vert(TL) -0.08 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:38 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 456/Mechanical 5 = 456/Mechanical Max Grav j 8 = 456(LC 1) 5 = 456(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-512/0 BOT CHORD 7-8=0/512,6-7=0/512,5-6=0/512 WEBS 2-8=-623/0,3-5=-593/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard I ENaaay•Fiore�t�kly ntR.P.;'A tB0(l0SSE5;5?"fe E;,lpstrrt@S 6(OSDiTGN1:CSh^,R;tU!El"Y.G7Y([DSstelT lun.reoty It>�pstxeeni tt!tetr tetet a ftis•.ors Oeyt[re.ier(IDOladht rCixt�i.rt:st�r..l'ereut Sketf ltfut nt.Ocsts cSerist set'tE n xeTOD,adr xiitk,�sefn slsln shgL•utlla5±I6Dnitie;;t istl.'sss Dtsta Fya:er(ititen!yEs,^.nuy.nt seG tt ry B''1,e8;ecxsautytuedMy'tfesdaettayatwiq usyw4l'i,hr ::sipd%±!tityl±rmsl±tleeedSt iED ul.,nla llsl.Ta lnignrsarea''",� se:u,_tr.2k.ah Arstftony T.Tombo ElE,P.E. ut etedths rlet1l3i 42f t ti1 K?ftipot '}tfGe C-�c,�e U.tfl's sa6t+et tltttu'.e1= Frat s,u6t;te:.tddNt lrC3e¢(w-'wt Intl 7tl;ftfr[eft al iNd.it±otpuala4±lC9 ut of hdl utF.'kt r,rss;ee3 lkaAur.staGt,s2;dmad b:niy sing is P±;uyus@i6'td 4 80083 tit tntluy Ptu}erns[ansler.All ores stlMu�elCDutde focus ul yrzrxaseGeri:eg(mpeenSaht(Idus2.a(ti:if ru)5s1!1i.TI ttrS!(l ue tuun:tllxrmtd rnrexe.RFlldatts Yae usrs±nlfuPis mlM,±sd5e r»et6es: .res:Cfn}t rerrteu cl in:s NathCsn;at±ss 4451 St.Lucie Blvd. sgwsi;e detaelt!tiu4p1 r�eN y�it wevg kt¢; its asgd.ike��ssPnip Etpeeish9l h;rolFitr Otsirxesluss Syslea Ee;strdtet ktillitt.A3,tyit±lu±8rwsce ts6erate ie lFtl. Fort Pierce,FL 34946 (cpyright.w2016A-1Rooftrusses-Anthooy1.lomboIll,P.E.Repoktionofthisdemmeet,inanyloan,isp hibitedwithoutthewtitlenpermissionItemAIRoofTwits-AnthonyEllemboOf,P.E. I I it Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX FL16 Floor 1 1 A0070645 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 Is Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:51 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-g9mpjvxRABT?adlgxM8EFg6nVUvpQTB78AQ2QzyP WO2 2-&0 2-0-0 2-6-6 — j 1.5x4 11 3x3= 1.50 11 1 2 3 3x3= 4 TA PV 2 a6 W1 °o Bi 8 7 6 5 1.5x4 II 1.5x4 II 3x3= 3x3= 2-9-0 3-9-0 4-9-0 7-6-6 2-9-0 1-0 0 1-0-0 2-9-6 Plate Offsets X Y— 1:Ed e,0-0-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.05 5-6 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.38 Vert(TL) -0.06 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC20141TPI2007 Matrix-SH Weight:39 lb FT=0°I°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) 8 = 481/0-5-8 (min.0-1-8) 5 = 481/Mechanical Max Grav 8 481(LC 1) 5 = 481(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 2-3=-578/0 BOT CHORD 7-8=0/578,6-7=0/578,5-6=0/578 WEBS 2-8=-671/0,3-5=-669/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(5) Standard kud'y F;wse fla!te�C brit.G:t16Br AgiSESi Sfli9'}-iEtbt rilNS t tDAViLyCS CUIpN;tUn`L:CigylEpf3@Sr`:ra r°dr dts'pyraa:tas axd read wits se Mis Fnss gesyt keriet;;00i Fsd a:��at i.lank IG.tL IEetus Sleet geiuF rsa.Eti::s e.'.u!xik c edro�Tv4,fah Niittsmae2¢Ftalts atsl lesaad!w fl:!63ra 4e,rlt rs at:a<,c.:ciag�:nj!a..Srer Ez;:ew;:!f:std acrkyq 6,sF�t;t szsv:Fnuea!^xF:t!ns ea':!ay:s+.n+nsgaatia 3!Swt!4tayt ttsv!sagltisa:sleyi.^•:ew;Ce7c9 tdt,ar�4t SP6l.Ts!iesiga es;csF`:em:lr.9A;ar.L',kas:s<. :a4q Anthony T.Tombo III,P.E. udat['t'os3nss Gr sxr ti�d:aritde n;rear 'FdGe p+Mr,6t Csaf•'se!Ito-rndegtetu sr:.-r�''xa,nrat ta'ike:`Is.F111,th itt ad t,final Caiirar udf of Pl-l.let"pFtal 9,*O W.1 field afe@ hf Get Ixi;wirar slor' .1.E.'C.uj still Fa P'.rt PAfkt^1d T80083 nt hJdugW.tiptr ai(naxttr,iti aa:s setaqu3t i7 aE dt pears avd grt:l:estdilsl=.vq(aapeed St..if kfasaS.aa S;i�rngwei4r;PudSkA re orferns+l;x rue:d;.dc+re PrI Is!rnaneasa�seiY"ss ardaiad�t irsas+:mtt;.,ssA<np(tgm<.pi�nsspavdaGrv,�:ss 4451 Lede Blvd. e°nrtdetxd it deehrl e¢nl gt�¢sr-egkro'r�trcs bola!-ike rnv D"ipf fir'-11101 Gt tnidnr Desipa.e:[sn:$dsttare.cede;i.etivg.a;I nritalirdlr:;.;ausic5eeiutfFl. For:Pierce,FL 34946 (epy(igvi 2g18 A-1 Reatkusses Astl:aay l.TamGa 1(t.P.E.9epwdat of thisd=meal in any farm,is pohitited wl(Laai thwirreapntmisiiac hem A I hat passes-Anthay,Lambe III,P.L Job Truss Truss Type Qty, Ply 1 Sid Pac/6511 EL D P i X'SPVS651 1 DX FL17 Floor Supported Gable 1 11 A0070646 1 Job Reference(clotional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:52 2016 Page I ID:W?quLcr?Re?LfzLe98RjH4yHM91-8MKBwFy3xVbsCnKOV3fro2f2huGr9ymGNqAcyQyPW0I 2 3 4 5 6 9 ST I ET I ',T T Iao 11V 12 13 11 14 10 15 9 16 8 17 7 6-10-2 6-10-2 Plate Offsets(X,Y)— [I:Edge,0-0-1 21 LOADING(psf) SPACING- 2-M CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 20.0 Lumber DOL 1.00 BC 0.27 Vert(TL) n/6i - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code FBC2014/TP[2007 Matrix-R Weight:33 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) OTHERS 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.All bearings 6-10-2. (1b)-Max Grav All reactions 250 lb or less at joint(s) 12,7 except 11=267(LC 9),1 0=267(LC 10),9=265(LC 11),8=274(LC 12) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. LOAD CASE(S) Standard Wnsy A 11to 1133F TIM & "Oil pns Dtllp ktmq W.,ni'Mazlet V.1-1 lot sJ qrees" Asittimy T.Tombir JIT P.E. West elms".b-I Wz'j ntr r';r"V-'fdfi'C—,f+Uvoti sings,Lnl qeil.Swe;q iIsq.'is see lw-'relil-lif ticte,Wceftk loll i0i.;We VIII1 L ;1 80083 6,klial 1461-1 Uwsm'AlIV-1.4.th IN.4 N t"..'.4 die 1A.. sorti ldozr.."W'SlijilLdet ly.11 itl SKA.i& J.'s,j-d pRe-PIl isf- uetrdrlt 1,,u Nr I.T.'l N,op EAF—W Tsar 4451 St.Lucie Blvd. liliii!il,!.Iatgsitstiitint. For-Pierce,FL 34946 ZE Iiii fellyrigh.)*2016A-1 Roof Ifusses-Arthmay 1.lombe III,KE.hisoduction of[his dmummil,in any form,is plobibilEd Without The Written Istimislior.from A-1 lout husses Altilwayllhenim III,IrL Job Truss Truss Type QtY Ply Std Pac/6511 EL D XSPVS651 1 DX FL1 8 GABLE 1 1 A0070647 . Job Reference(optional 'I, Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.620 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:53 2016 Page I ID:W?quLcr?Re?LfzLe98RjH4yHM91-dYuZ7bzhipEpxvC3nAiKFBBNIdGuliPcUv9VsyPW00 4.6 3 3� 3 3� � 11 11 1 -4 S11. cT1 H171-71 W- 2-------------- 24 25 23 26 22 27 21 28 20 19 29 18 30 17 31 16 32 15 33 14 34 13 1.5x4 H 1.5x4 11 1.5x4 I 1.5x4 11 3x4 1.5x4 11 3x4 i s 3x3 [I 1.5x4 .1 3x3 12, 1.5x4 I 1.5x4 11 7-_100 3� 1-010 3 0 "7 G 7 110 1-10 �3-_100 1 1�7-10 'L 1 10 1 3�4 1 _1 I �; -' _L_ I ;-1-4t I 11�10 _3_ 0 _4 _4_ _;_ 1� 4 4-0 15 LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TIC 0.27 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.25 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.00 13 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-R Weight:84 lb FT=O%F,O%E LUMBER- TOP CHORD 2x4 SP M 31(flat) 3)Provide adequate drainage to prevent water BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) ponding. - Uniform Loads(plf) 4)All plates are 3x6 MT20 unless otherwise indicated. Standard OTHERS 2x4 SP No.3(flat) 5)Plates checked for a plus or minus 0 degree BRACING- rotation about its center. Vert:13-24=-20,1-12=-230 TOP CHORD 6)Gable requires continuous bottom chord bearing. Concentrated Loads(lb) Structural wood sheathing directly applied or 6-0-0 oc 7)Gable studs spaced at 14-0 oc. Vert:6=-2355 3=-226 9=11 446 35=-1 67 36=-320 pudins, except end verticals. 8)This truss has been designed for a 10.0 psf bottom 37=-1446 38=-1445 BOT CHORD chord live load nonconcurrent with any other live 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Rigid ceiling directly applied or 10-0-0 oc bracing. loads. Pit.metal=0.90 9)*This truss has been designed for a live load of Uniform Loads(plo REACTIONS.All bearings 13-34. Vert:13-24=20,1-12=-210 20.Opsf on the bottom chord in all areas where a (lb)-Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the Concentrated Loads(lb) All uplift 100 lb or less at joint(s) bottom chord and any other members. Vert:6=-1 472 3=-1 41 9=-904 35=-1 04 36=-200 24,21,22 except 19=-856(LC 6), 10)Provide mechanical connection(by others)of truss 37=-904 38=-903 18=-297(LC 6),20=-268(LC 6),17=-566(LC to bearing plate capable of withstanding 100 lb uplift at 6),16=-533(LC 6),15=-261(LC 6), 14=-520(LC 6) joint(s)24,21,22 except at=lb)19=856,18=297, Max Grav 20=268,17=566,16=533,15=261,14=520. All reactions 250 lb or less at joint(s) 11)Load case(s)2,12 has/have been modified. 13 except 24=366(LC 24),19=2044(LC 1), Building designer must review loads to verify that they 18=1000(LC 1),20=823(LC 1), are correct for the intended use of this truss. 21=606(LC 27),22=559(LC 26), 12)This truss has been designed for a moving 23=515(LC 25),17=1 651(LC 1),16=1 564(LC concentrated load of 200.01b live located at all mid 1),15=985(LC 1),14=1556(LC 1) panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. FORCES. (lb) 13)CAUTION,Do not erect truss backwards. Max.Comp./Max.Ten.-All forces 250(lb)or less except 14)Hanger(s)or other connection device(s)shall be when shown. provided sufficient to support concentrated load(s)188 WEBS lb down and 173 lb up at 0-4-12,254 lb down and 234 6-19=-2037/1743,7-18=-975/690, lb up at 2-4-12,360 lb down and 331 lb up at 44-12, 5-20=-802/602,4-21=-548/249, 2649 lb down and 2439 lb up at 5-7-9,1627 lb down 3-22=476/189,2-23=-402/96, and 1498 lb up at 7-6-12,and 1627 lb down and 1498 8-17=-1624/1240,9-16=-1538/1171, lb up at 9-6-12,and 1626 lb down and 1497 lb up at 10-1 5=-957/636,11-14=-1 531/1152 11-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. NOTES- 1)Wind:ASCE 7-10;Vult--170mph(3-second gust) BCDL=5.Opsf-, Standard LOAD CASE(S) Vasd=132mph;HVHZ;TCDL=5.Opsf h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 1)Dead+Roof Live(balanced):Lumber.Increase=1.00 (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWIFIRS Plate Increase=1.00 for reactions shown;Lumber DOL=11.25 plate grip Uniform Loads(pi DOL=11.25 Vert:13-24=-20,1-12=-210 2) Truss designed for wind loads in the plane of the Concentrated Loads(lb) truss only. For studs exposead to wind(normal to the Vert:6=-2649 3=-254 9=-1 627 35=-1 88 36=-360 face),see Standard Industry Gable End Details as 37=-1 627 38=-1 626 applicable,or consult qualified building designer as per 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 1-1 lee Ath IttAf 3f'sd?k'1.I PIUIpaluarl 1111. oriy T.Tombo III P.E. 80083 l4q-114— .$-:i,ie�.ii".f,.,�rj,Fl,iq,,u.i�ni,7"in,h,i.'l,l.;,,D,lipt�,-!h-3'ib,l-di.gD,s"r,v.i.,S,,I,.E,;�--,.,]."tea�I 4451 i Lud.Bl,cl. Copytighl C 2D16 AA Roof Trusses-Ardany I.Tehe III,U RepradediDe 011his darr-ol:inny ItIou'is prohibited�illoul fI FermI Ife.A I too]Ilossm Atifiny 1.Todo III,P.I. Fcr�Pierce,FL 34946 Job Truss Truss Type Qty Ply Std Pac/651 1 EL D XSPVS6511DX GE1 GABLE 1 1 A0070648 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:54 2016 Page 1 ID:W?quLcr?Re?Lf7Le98RjH4yHM91-5kRxLx_KT6raR4UOcUhxtTkO7iyRdrKZr8fi 1 IyPWO? 9-3-8 18-710 9-3-8 9-3-8 4x4= 4.00 12 6 7 i 5 4 8 9 1` $T5 ._ T1 10 2 ST4 ST4 ST3 ~y; i i` ST2 !�! ST \{� 1 s71 3 � I I STt \, 11 / I I 91 o - 'o 3x4 21 20 22 19 23 18 24 17 25 16 26 15 27 14 28 13 29 12 30 3x4 zz_ 5x6= 18-7-0 18-7-0 Plate Offsets(X Y)— [16:0-3-0 0-3-01 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc)I I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.14 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-SH Weight:74 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Gable requires continuous bottom chord bearing. BOT CHORD 2x4 SP No.2 6)This truss has been designed for a 10.0 psf bottom OTHERS 2x4 SP No.3 chord live load nonconcurrent with any other live BRACING- loads. TOP CHORD 7)`This truss has been designed for a live load of Structural wood sheathing directly applied or 6-0-0 oc 20.Opsf on the bottom chord in all areas where a B rectangle 3-6-0 tall by 2-0-0 wide will fit between th OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. bottom chord and any other members. 8)Provide mechanical connection(by others)of truss MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 100 lb uplift at cross bracing be installed during truss erection,in joint(s)1,11,17,18,19,15,14,13 except at=lb) accordance with Stabilizer Installation guide. 20=152,12=152. 9)This truss has been designed for a moving REACTIONS.All bearings 18-7-0. concentrated load of 200.0lb live located at all mid (lb)-Max Horz panels and at all panel points along the Bottom Chord, 1= 64(LC 16) nonconcurrent with any other live loads. Max Uplift All uplift 100 lb or less at joint(s)1, 11,17,18,19,15,14,13 except LOAD CASE(S) 20=-152(LC 12),12=-152(LC 13) Standard Max Grav All reactions 250 lb or less at joint(s) 19,13 except 1=262(LC 33),11=262(LC 43),16=263(LC 38),17=266(LC 37), 18=276(LC 36),20=360(LC 23), 15=266(LC 39),14=276(LC 40), 12=360(LC 32) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-20=-199/270,10-12=-199/270 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;.BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. Yenap-Pnu t%utrpilS!n;±r Sa'S ligi TIO:SlS;S»ri r M%`.fit 1NU d i9Xa71i.NS:tTLk^WFEI ji(Ykpk11FD5Ur§Y ftta.PaJF l±s:a pze=ews ot!in!edes!e fMis'ms 6t:yt ke�iep(UPicalhs�`w�i i.raab @F..I�xems isedletat ay.�5 t='Sw:iq s+dtE e,1DtT94 ael. Nu'ekt<^sr.Yrp!s4s 4tAstesdta!itlC;hktad SseL•as@=¢®rapaenfie.,Srer'.-.'r`p;:u.+a.tie sed et eeyl7esKe;ssmrlepinceza'ss'dnssei ea3a!etsT respusi€:Mhi.'.aQ=.sisn et at sn;lzimtlyG^eC ra::128Wt,seter Ito.R!3esgensesl`-res:heiapnN.;;us:ls!45h Anthony T.TomCo fl:,P.E. est t:![:)a;imtl:st:ti>d:a)sst4nspws`.a t(dfit C:x,6t Ose+i tsnkerixltpenrt dr qa-ex,hhee tr.�S 1pt lF(.delt:sxt;�k:al>.ifu3w!ossirlL Tt!!Ip,ttil e"a ic7ttiotfdllssedde Lesf,itt udluy sMept.es.e ttelLcmp s1e07e t+3 st;rtesuil sc' TTomb ' net:B{upW,srper oshma;sst.Adoten set 14e5erza&preasesecl psfr.ia6s Let.(os7uen Sdtttldesa:s.m{Y.ST.pAMItyM.1SKAue'J.—M1-4I'd—Bit 4451 i Lucie Blvd. a0er�st%tree!ht 6e5w1 oyeetepss it.! pr ri pones ant±ti.lkt hi»besipc&p:x±r6 S0;lie laleap bnipea.e:T ns Snlea keasa d utrkadFep,L tapilabrp @!+!et es 6ehetp itlN 1. � .. Fort Pierce,FL 34946 (opyrigbiw:2016k1 Roof Trusses-ArlbonyLTombe111,P.E.Repioduuion alibis dasumeo4in any form,is prohibited withouttbemittenpe!missioe from A-[Roof Trusses Anthony"lombo III,P.I. I I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX GE2 GABLE 1 1 A0070649 Job Reference(optional) 1. Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:55 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-Zw?JYH_yEQzR3E3bACCAQgHaD6J4M Iii3oOGZkyPWO_ 9-0-8 18-1-0 9-0-8 9-0-8 4x4= 4.00 12 6 5 7 4 8 o 2 10 _ 1 I ST5 I t �--'-- �. a+>' - ,,,, I i ST4 $T4 ` $T3 $T3 I�..... -" —; ST2 -- ! 1 = i 1 n i -- ' jnt I & 2 11 3x4 21 20 22 19 23 18 24 17 25 16 26 15 27 14 28 13 29 12 30 3x4 5x6= 18-1-0 18-1-0 Plate Offsets(X,Y)— [16:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 11 n/a n/a BCDL 10"0 Code FBC2014/TPI2007 Matrix-SH Weight:72 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live OTHERS 2x4 SP No.3 loads. BRACING-TOP CHORD 7)'This truss has been designed for a live load of Structural wood sheathing directly applied or 6-0-0 oc 20,Opsf on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide will fit between the ROOT CHORD p T bottom chord and any other members. 8)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 100 lb uplift at MiTek recommends that Stabilizers and required joint(s)1,11,17,18,19,15,14,13 except(jt=1b) cross bracing be installed during truss erection,in 20=138,12=138. accordance with Stabilizer Installation guide. 9)This truss has been designed for a moving concentrated load of 200.Olb live located at all mid REACTIONS.All bearings 18-1-0. panels and at all panel points along the Bottom Chord, (lb)-Max Horz nonconcurrent with any other live loads. 1= 62(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1, LOAD CASE(S) 11,17,18,19,15,14,13 except Standard 20=-138(LC 12),12=-138(LC 13) Max Grav All reactions 250 lb or less at joint(s) 19,13 except 1=257(LC 33),11=257(LC 43),16=263(LC 38),17=267(LC 37), 18=274(LC 36),20=342(LC 34), 15=267(LC 39),14=274(LC 40), 12=342(LC 42) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1:25 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. ReitVq-Fart Sntaia!t!xf.kt't 16dr itUSSES;•51EEi°.:nFUt rELIXSt(OMO?P7RS(i SiCY;tURi"ArtiptlEEDE4tE%rtxn.rn;h,lf:: r;<getuiterinl"Its PtW gRtsEksytNt.itr DDlesla!rn!itni i.6:1tI!i.F.P k?e:eutStn!{tintn!.U!dtssa exist ttt't!m TrU,{tl. 1. llllRttG Y..^Y iIi155E!'I it:fd EIN':t'.t[1{It ldli Aterti 4.3tF1lt!(I<.SgtRk(2J:3!t1�.IEt 1t4 t6 fFrrV'71ftib!i 683:RIMftA!E4f'ifH.CCt f9)C:!H:M.jlt!149i 1`M}Q!'.f2d!SIPt11R!Slillt r!G:it'.rl^IGM:II.�GeIt,86lit lPil,rt tSg eSiG>j`ttS:F:S3q MG."18ES.Sl" tIM1 Anthon T.Tombo II P.E. /Eje!lEiM.1:jRItl3ltsj ix.!'uj.i'ytsjta3"r of lit Nt!t,htUaGElIn1QM.lfregtlltt 2,Wil 11!1; ,glltltC:Ekd5f[ILNUondti 1.1 mlti!T,ettasfirl1.Tmgfsni>'teti.A u3 xfttlf,tadt rntt.u,( gta dtpshi re h.st'G!s9yn41 sldl of ae;rgansuil-:fd Anthony , c:t tGUduq(:naet ad fatlt£.ILE.SIIar.,s sAMn;feiF7 Erl:t psdes ud gea::setdm!Fg'L.h(acltGlnSe:G lafn�r-aR:S!!qi65Ser i.;Fi�t etCAnt!{xnMkgceel;eiitxe.Tt4lldmstae!esNesr.Les�rlmes G17:1:GR Ces::.<,SRssfxugt Ecrseu nl Frns NudeGr.R,re;!ss g4514 0083 Blvd. i IISNF.it rA9ttt!G fasxlyttd q.1,S 15'j it 0 pf4S G�{htL is TIm kstp Etj'{.i,1Jfi,1.16ir 6tfi)ltf.FiRUS!slem Eru•,xdm,ttUnq.L�tgitnliid lem tes 6%d iG iri 1. F4451 St.Lucie 349d6 • (a jbi 2d16 A-1 Roof bosses"Artbon 1.Tonsba III,P.E,ie!odurliaa of this dommtns,in any lasm,is wBbaonbewillen mmissiar.Sera A I Roof busses-Aalbaa T.T000ba III,P.E.PYt 9 r P r r P Y Job Truss Truss Type Qty Ply Std Pac/6511 EL D APVS6511DX GE3 GABLE 1 1i A0070650 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 Is Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:56 2016 Page 1 ID:W?quLcr?Re?Lf7Le98RjH4yHM91-17Zhmd?a?kSlgOenkvjPyupkLVfi515slS8p5ByPWNz 10-1-8 20-3-0 10-1-8 10-1-8 4x4= 7 8 4.00 F12 6 5 9 4 10 m 3 "" v --; •....... ST15 t' 2 i �( I , STjI ST3 r 12 ' ST2l" STS ST(3 ST2 jj 13 1 "SeFA II II $T 3x4% 26 25 27 24 28 23 29 22 30 21 31 20 32 19 18 17 33 16 34 15 35 14 36 3x4 3x4= 20-3-0 20-3-0 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 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(iI-) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 13 n/a n/a BCDL 10.0 Code FBC2014lTP12007 Matrix-SH Weight:85 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live OTHERS 2x4 SP No.3 loads. BRACING- 7)•This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. I Rigid ceiling directly applied or 10-0-0 oc bracing. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at MiTek recommends that Stabilizers and required joint(s)1,13,21,22,23,24,19,17,16,15 except cross bracing be installed during truss erection,in at--lb)25=126,14=125. accordance with Stabilizer Installation guide. 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid REACTIONS.All bearings 20-3-0. panels and at all panel points along the Bottom Chord, (lb)-Max Horz nonconcurrent with any other live loads. 1= 70(LC 12) Max Uplift All uplift 100 lb or less atjoint(s)1, LOAD CASE(S) 13,21,22,23,24,19,17,16,15 Standard except 25=-126(LC 12),14=-125(LC 13) Max Grav All reactions 250 lb or less at joint(s) 24,15 except 1=252(LC 35),13=252(LC 47),20=262(LC 41),21=269(LC 40), 22=265(LC 39),23=273(LC 38), 25=328(LC 36),19=269(LC 42), 17=265(LC 43),16=273(LC 44), 14=328(LC 46) FORCES. (Ib) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. I NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(?)zone;cantilever left and right exposed;C-C foe members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. Ydsq-FrutintETl4 f/dt�fte'Ai lDDf T{UfSESi S2L(rrMt:llt INNS I EDAD!P,DMS(tiiDLL�pltil jlttll�L[D"¢MLhT'tun.Fade Its:Pemex:ttEs EEd sett odes[etEis?trss W:ip besietrDDl W:at tt`ssi T.irh @l3.ItlereEEe ilettltldt ni.Dde!i s"aet.ist ssdet m IEt TCD,uh, NTetiast tiSdesstelle:tt+krT: L hS.tvtii FSFI.ss;C::re iataeer{U,Sps'va 2Ted ae set eE try moist>tstesn Ftnit[utd6+Fdts;xei tutu ttslEa,-,i:kh(!tf tssipdfat si+3lt iit,s dal.2em"aeT:D Nr,wier l7Fl,rs.! gs U;s:i`ns. a7 a�%ttf,aaM n pgthorty T.Tombo III,P.E. [destdisi;imslr c7 Lxgg:seFas .7d5tC+er,�e Csttis[n9ntitatva:tS:o-{n�.,,wfietu^trti dtli4Rt RCEdrelxtl mtiiti:tlsalLfld.Tatnpstltdi:Jtat eee tiel{.seARt rE.ss,tt,+ auiiit{.sWrse x.s.dwa"b:ttaishllleas;t;}ssnd'{o1 �80083 ' wtt.D:u{[:age af(eWxtEt.eDwsts seled.De Tn.91hepeewse:/i^v—d vt.Ettv{(,zj.,dse.ti ld-x."IArnLodIeTEe:ist[lmstuetnik Gerd pd.,.VPde!,15-;;mmr nxd latesd3tTsss;c:oes.,nss NV reg..0m,{Tweled-", ets niaa-:;tt%eA In rwSrn ed 4051 Lucie Blvd. • _ _ t� tpxiEsr:gkyreciinw!et::eitiTEtssPtsipEeitte_istlThe{7rnyMsipw.ttrmsSyslea[elstcdnehilCtq.l'satilelutllt;asvte5fthtteitiftl. For Pierce, e,FL 34946 (opyfigbT V 2016 A-i Roof itusses-Aahony L ltmbe lfi,P.1,Reptoduaion al this dmomtnt In any lmm,is ptohibiled withounh wtaien peimissior.Item Ad too]busses-Ansbony I lombo llt,1`.1. Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DIX GE4 GABLE 1 1 AO070651 Job Reference(optional) ' a. Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:56 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-17Zhmd?a?k51gOenkvjPyupk3Vfa51_s IS8p5ByP W Nz 7-6-8 15-1-0 7-6-8 7-6-8 4x4= 5 4.00 12 4 6 3 7 TJ '•.,., i I Tl 8 N ?.. ';U L ST3 ST4 5T3 16,F ,�..... ri ..1„ 5T2 ! i T2 € `r : i v o •o 0 3x4 17 16 18 15 19 14 20 13 21 12 22 11 23 10 24 3x4 15-1-0 15-1-0 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight:55 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 7)•This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a OTHERS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 8)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 6-0-0 oc to bearing plate capable of withstanding 100 lb uplift at pudins. joint(s)1,9,14,15,12,11 except Qt=lb)16=130, BOT CHORD 10=129 Rigid ceiling directly applied or 10-0-0 oc bracing. 9)This truss has been designed for a moving MiTek recommends that Stabilizers and required concentrated load of 200.01b live located at all mid _ cross bracing be installed during truss erection,in panels and at all panel points along the Bottom Chord, accordance with Stabilizer Installation guide. nonconcurrent with any other live loads. REACTIONS.All bearings 15-1-0. (lb)-Max Horz LOAD CASE(S) 1= 51(LC 16) Standard Max Uplift All uplift 100 lb or less at joint(s)1, 9,14,15,12,11 except 16=-130(LC 12),10=-129(LC 13) Max Grav All reactions 250 lb or less at joint(s) 15,11 except 1=254(LC 31),9=254(LC 39),13=259(LC 35),14=276(LC 34), 16=333(LC 32),12=276(LC 36), 10=333(LC 38) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8t MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ZIYsieap-t=�o;t5n;.s}iht{t!-.tEe'S§u71§O;SES(Si:i';,�';Etet7iLNS t:9e09Y�Yi(C7Ck�Mfl"t:Ck6i1tFDEki51'?:ra.Tn;r!!R prtsea:¢ttie±i vests Bettis?rnsGt:§Q[:t=iegC[ial5:�ao§i.bxSFLIF.i�r<Q!e fSatlet¢te+se.:"ct:s spa*ist i±!e6 ta�TrD,Qah b lhlmx^w§Itlt!f{vl It e:[d krH 1[h{l ICFL 75trR{S Q p §iaeF({I+.S§e!xTs§a•nf,r§l1M NQyTv7 FtST;bT!>niQ:It§teenA!.tr'dt{'.ttD t3Jnttlf.§rt{§tnS3_'.h lBr!i;§tii§e ll t±!SIQ§I2 Trati dyiotlaSt777 rzle,kFlFF IPt,1k`§t5i§F dii3§km.FQaO§'M'ti¢ti:!rAt4tEA! Anthony .Tombo II: P.E. tk§ettf:`C.tt liithl@§L%:A3:i3±?tl(tmSS�f et Cnt C+Se!?,ht>JxE!'SNI{Pl.tt§OjlQttE±§Z'¢e§[� 1it(t{tA'4M 6i f¢!11(.IS±I{(¢aF tSE Il:911r;t>iltdE aQ9 R{I.(§±i)Pbitl d!'�±§iFat utfidiat!:IStinns;udr:.t aixtlu§.shiEis.tx:tG�c!S:e"sy s4t7!!ta±;etp>Q!ud'td Yq$0083 , Alr.ilrV§I:iIU n§(QeuTa(.Allari:fel taaFa!rxt�dR§neen tQ§Q2t.tQS!dt:'Q'.c.�is)QvrHSe:ti lF(e!ZffikQ{�.r>!CT>_"}yeM?Fl ei§fac§HtniNl6n§fX§FK{I§.iicFe.Pif9a?ms{St!Ft9m'SL':±s ad 4nmd3±Lss Br;:enag,:nss 6esp6§seu mf;nssWnslQGtyw:±ss 4451 St.Lucie Blvd. fia ;edd±id lrQG+hrl�:e§e§Qr.rcn_g kr si§-tu:gnlni ra lb!YQt!i§+(Fi'H4±i±Ui(t{al(ii§PKi§ItF,E`�IriS S!s1t0Fstudmt.l{+§.Lin§iUliF±§L:aatnftfite it?r 1.(apytigbta2016A-1 it-of Trusses-Ambouyl.Tembe III,P.L repodu:fionofleisdommenl,iaony form,ispabibitedwiihoutIhwtitlenPermission fin AI Roof trusses-AnlhoeyL Tomb Ill,P.L Fort Pierce,FL 34946 Job Truss Truss Type Oty Ply 1 Std Pac/6511 EL D XSPVS6511 DX GE5 GABLE 1 1' A0070652 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:57 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yH M91-VJ74zi0Cm 1 D91YDzIcEeVSMvsv_3gCD?X5tNddyPWNy 6-0-8 12-,1-0 6-0-8 6-0-8 4x4= 4 4.00 12 5 3 16 2 T T.. o ' / ST3 '`` ST2 ST2i / ZT11 .S7i' ......... — 7 1. Lj q a o I 13 12 14 11 15 10 16 9 17 8 18 3x4 5 3x4 12-1-0 12-1-0 LOADING(psf) SPACING- 2-0-0 CSI: DEFL. in (loc), I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-SH Weight:41 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 7)'This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a OTHERS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. I. TO CHOl wood sheathing directly applied or 6 0-0 oc RD 8)Provide mechanical connection(by others)of truss Struct. to bearing plate capable of withstanding 100 lb uplift at purlinsBOT CHORD joint(s)1,7,10,11,9 except Qt=lb)12=121,8=121:Rigid ceiling directly applied or 10-0-0 oc bracing. 9)This truss has been designed for a moving concentrated load of 200.01b live located at all mid MiTek recommends that Stabilizers and required panels and at all panel points along the Bottom Chord, cross bracing be installed during truss erection,in nonconcurrent with any other live loads. accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-1-0. LOAD CASE(S) (lb)-Max Horz Standard 1= 39(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1, 7,10,11,9 except 12=-121(LC 8), 8=-121(LC 9) Max Grav All reactions 250 lb or less at joint(s) 11,9 except 1=250(LC 29),7=250(LC 35),10=272(LC 32),12=324(LC 30), 8=324(LC 34) I FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Plates checked for a plus or minus.0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i hifnn9l P''aa tiaer}7'r u'itat±"Ai IFOi TtDSSB �rri r.utTiAt T:tikiEiDaO'IIDrS(0iL4 rtU![I'd;teDNIEDlY aTfim.MAN 2Ef:mrz-rmet!itt!eats tE Mis T-s Dears D-al;,DQ.Pi a121.e,t.IlaDl IG.PE.IEaeut ifetlIttatry.D:Frsk5n.ise s±EelEs 8e TDO.t'ly AticaNlie's sbllle Esedhr?n±iD711lt tCi2 It±CrisDet.in rtl;rerjin.S/er_�rE:^ys±yh'st�at tsy T"giE/'e5tns al eugla¢dd±pltest.tEi±xl:e±a:gte:ixtax':ntaMGtsil'll ht utllz•rt:tl±psww3eT:0lell,fdn lt4l rl'As iirslrsl+�a.kf7rq 5f::5etzs:25y Anthony T.Tombo ITI,P.E. stetE}E't'atiE.Stltl of Lfr+±lsi±I trs 55.5rdRt Dxm,He Dr'EISeo14!-It!'I!1"3±r�.iq?ei;, ,l'C'ieTEx!t!tltliLd'R:eEl:zlntl7riii y¢h®IIPIA.Tt±fipe±tld,o±ivD l4EGjftll 'NhET(eti.11!'ve>.I1A1rj.ihlfjR lf-.E�RC.SS''f'1t 11fD71 h'.ft:PP51tiG'f Pt. -80083 Mt.drub:5m1(PSutaof.SD:A.Stt'lAhfi±T�'et3<1tmX'f tll teat}ff'.eL Ea:(xl CFT73tltl Sf e111daatm(K$yrt'.:ti'l lriFl tdl SMS ae(FffitUl!}t fex:dinS6a16Il dfat55l Lips'.I.Ii�S Ltl lrLti'I3'I R.Sti' .'M]DiLV IIM'.rflTM4SS99hE�tt.-em 4451 St.Lucie Blvd. eRtrw•`.xh!ixllrt[ffhxlf}!'et.p:t rtr,F kpe lulus p+'heG':41r�51 Gesgc itlin'ht9i fit W&I Dnilxt,t:`rnsSrnfarf;fEcdtq tat�'l.l!�pa;Iua r;�'c'ts atnfautn t. For Pierce,FL 34946 (epytighl Q—2016 A-1 Rout Trusses-Anthuay T.Tombo lit,P.E.Reptduttion of Ibis dommtnt,in say form,is probibittd without the wrllen permission[to.Ad foot Rtusses-Aoihany Taoabo Ill,P.E. I Job Truss Truss Type Oty Ply Std Pac/6511 EL D XSPVS6511DX HC4 RAFTER 44 1 A0070653 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.620 s Apr 30 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:57 2016 Page 1 ID:YwMtazYfmRGkHb8J_pTy?Kyn003-VJ74zzOCm1 D91YDzicEeV5Mr4vl9gDg?X5tNddyPWNy 2-9-5 2-9-5 2.83 12 2 0 T1 m o 2-9-5 2-9-5 LOADING(psf). SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.02 1-2 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.00 Vert(TL) -0.01 1-2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MP Weight:4 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins- BOT CHORD Rigid ceiling directly applied- MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 93/Mechanical 2 = 93/Mechanical Max Horz 1 = 41(LC 8) Max Uplift 1 = -69(LC 8) 2 = -78(LC 8) Max Grav 1 = 93(LC 1) 2 = 93(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members- 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. LOAD CASE(S) Standard 6meiq�rLl:e dtngHrrniertk'1I17CE IP_'Si3{'i.RlFdj,6EF:l:ttEt61S8fvNutnCSStiS17N{Ctrt]';d(XILD':uSHFM':'Ima TmAr deapruladsn a¢d!e¢fe�>.ssl ltitire<t7lsia D�¢.iar(ILw":ere Ike llYurT.Eo-r!¢7;,r.E.tdu:nec!!!t4¢Sre F!l,Dd:ss glervise tlaetlttle TDD,ta'i f+lTexomemlr'pess4il,:+e;td6t Bx t)DI¢xnn1.4!¢1rnt Dnlpl hprxmrL,Sx;Iellt6tlee;t!!c¢InnrlDO npetuts e¢tt¢pa:edllrp¢Ltn¢mleq:ela lg regnsiNlMb Ol dH o'ttlsa�eTn!sdnt:alhetleIDD¢dt,r¢dlriF4t.-te daapa n!mpien,brS-eyalNtix!a.It¢lilry Anthony T.Tornbo III P. . P.Sl mt tt t413lnt!tt'UJI¢Irl4lt lit R!d 11l Illy lt�lDrill.Pa O'{UttF>'F.""9 REd ]le'13e rHie§Dttll4t',9H.lflklF[I(IIL•Iw'�l t�9ld1!II�lAItC:edeH:i rii-4!gr![i e114t lDO u¢In.fild¢tedillinst V.I FgI�:„q,sareTe,'eshllfin nekmzgtoil l.I-_rcdaii!:h et —80083 ' E ' Ileh:tuTils:g^e:MQCIM'.."rae!!eatsIGTDD!>tlxpaiitescdgeit9nitelnlreingt T msernrl;a'a¢ne t('A'lkltGl;tf?IeillltAme;elvn.4lg I�:d fl lrltFS4t'E:ttt(YS'l alSndtT_:SrR;T!ritDP5111n,I'K!)t::rir] mCO'ITRlSN1vI1^H.!!;R!!5 44515t.L.deBlvd. !#e.iu lFlndlroG9mf ytrFd¢Neowahq lr dldtrt.Fs iw{,ed.IheTnssC,la Eq aer6dPl..e6adaT.lq¢eyrtT,e.s51s'lmcyi¢a<rror4.axar.do e:,>s�d:eat lSFcs drw:,d la rna. Fort Pierce,FL 34946 CappiRhICC12RI6A-IRoofTmsses-Anikanyi.TomhoIll,P.E.ReproduaionofthisdDomeni,in any form,ispsohill4dwithotathewritlen permission homA-I Roof Trusses-k6anvLTomtu111,P.E. Job Truss Truss Type City Fy Std Pac/6511 EL D A0070654 X$PVS6511 DX HA Diagonal Hip Girder 1 1, Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:58 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-zVhSBJ 1 gXLLOwinArKmti JvOfJLmZgw911dw93yP WNx 2-9-1;4 2-9-14 3 2.83 12 En 2 0 0 T1 a0 0 1.5x4 11 B1' 1 3x4= • 10 4 9 2-9-14 2-9-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.01 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.01 4-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MP Weight:14 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Concentrated loads from layout are not present in BOT CHORD 2x4 SP No.2 Load Case(s):#101 1 st Moving Load;#201 2nd OTHERS 2x4 SP No.3 Moving Load;#301 3rd Moving Load;#401 4th BRACING- Moving Load;#501 5th Moving Load. TOP CHORD 6)This truss has been designed fora 10.0 psf bottom Structural wood sheathing directly applied or 2-9 14 oc chord live load nonconcurrent with any other live ROOT CHORD pT loads.Rigid ceiling directly applied or 10-0-0 oc bracing. 7).This truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a MiTek recommends that Stabilizers and required rectangle 3-6-0 tall by 2-0-0 wide will fit between the cross bracing be installed during truss erection,in bottom chord and any other members. accordance with Stabilizer Installation ouide. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss REACTIONS. (lb/size) to bearing plate capable of withstanding 100 lb uplift at 3 = 44/Mechanical joint(s)3,4 except(jt=1b)2=286. 2 = 264/0-5-9 (min.0-1-8) 10)This truss has been designed for a moving 4 = 10/Mechanical concentrated load of 250.Olb live located at all mid Max Horz panels and at all panel points along the Bottom Chord, 2 = 81(LC 23) nonconcurrent with any other live loads. Max Uplift 11)Hanger(s)or other connection device(s)shall be 1 3 -48(LC 8) provided sufficient to support concentrated load(s)81 2 = -286(LC 4) Ib down and 54 lb up at 1-4-9,and 81 lb down and 54 4 = -6(LC 8) Ib up at 1-4-9 on bottom chord. The design/selection Max Grav of such connection device(s)is the responsibility of 3 78(LC 18) others. 2 — 395(LC 17) 12)In the LOAD CASE(S)section,loads applied to the 4 = 272(LC 19) face of the truss are noted as front(F)or back(B). FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25 NOTES- Plate Increase=1.25 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Uniform Loads(plf) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Vert:1-3=-70,4-6=-20 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Concentrated Loads(lb) (envelope);cantilever left and right exposed;Lumber Vert:8=62(F=31,B=31) DOL=1.25 plate grip DOL=1.25 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable studs spaced at 2-0-0 oc. i C'edqnaze tlrngHrreeis!!I5:'dT i06;OgiiB{'iit1i116:671tIEWSLIPpC91GiSC3ROk{"glY]'j:.(C!I[fi,rwNEN�!nn-ierA!7esipreE:sdeu ul reed eslrsuYrisLus➢e:Q Naviy Ei[J sMsLtluj•I.isls O;r.ErdyenE lleE!ErinESE.Od:s:dhnfsE stdd EenE lao,sn!g k1TE'taEerfi ritsslillhnelbr NxiDDokrdd HtTrns Desl!E EEprxEr;1.e,$eeir5!kdu:r5eudnurlDO!epresetls ee uui'aaA!u rrd?SSIOid eFF:if!:IIB r!frerilidar'.B:I�erFS lf!IEt0E01ETn:fl'i�ndude laD adr,.Merl?41.itr LvP nnapiees.lE54:eimetmws,srtil;Gry Anthony T.Tornbo III,P.E. rJ roe Ellis isss5e u!{dltiu is lie resixsi:IW dF.eDn,r.tlx DrvisE aetle,iErik tdi!Lie OesirEer,®Ce mhd El he Kw3f ulfie6Ed{slgrole mir?Rl.ile girndetlk IDD Eil u!Nelr Escdfie Tnst.u96gRt ": .sa<ge.iefiD�nadtnrig s6ilikr_n:!msi:!!rd z80083 ' ae{rin7 ksja Ed(ir•Eoa:.Al'rxSsSol on.ftIDD ul In pwra,sml gdd•lroesdIle 1.164(cripmel Sdgh! r1.1(11,�!d1nWbe Tin tadll(A uerel.xElrs+gnere;-dsEe lF:l k5nsfere!cssa3:n-esu3drs�txaTnssUEulEu,i:ns 0esg,�,puttmf inssYmlEar.:r,us 4451 St.Lucie Blvd. derlise Mil Ire feared elrere1 q..n ttaftq li di rEr::.iredid lheinss CEsla ri;ner L'N(i L`rotu dai CEs:gia,ul•Ess Srt:n rgneer r.'o!beN6q.lJl a.'dd!d4:m ErEes ldael UlrFl. 1 Fort Pierce,FL 34946 (oplTighf02016A-IRoothusses-Anthony I.Tombo III,P.E.ReprodudionOf this dommeat,in any lorm,is prohibited without ihe written permission hoonA-IRooflrusses-AnlbonyLToalbolll,P.E. I I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX HJ2 Diagonal Hip Girder 1 1 A0070655 Job Reference o tional a 4 Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:58 2016 Page 1 ID:W?q uLcr?Re?LfzLe98RjH4yHM91-zVhSBJ 1 gXLLOwinArKmtl JvOfJLRZgw911dw93yP WNx 3-M 3-0-0 3 2.83 F12 n 0 2 0 Ti m 1.5x411 B1 0 1 10 4 3x4= 9 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.01 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.02 4-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:15 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)`This truss has been designed for a live load of BOTCHORD 2x4 SP No.2 OTHERS 20.Opsf on the bottom chord in all areas where a BRACOTHERS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. Structural wood sheathing directly applied or 3-0-0 oc 6)Refer to girder(s)for truss to truss connections. purlins. 7)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 100 lb uplift at Rigid ceiling directly applied or 10-0-0 oc bracing. joint(s)3,4 except(jt=lb)2=288. 8)This truss has been designed for a moving MiTek recommends that Stabilizers and required concentrated load of 250.01b live located at all mid cross bracing be installed during truss erection,in panels and at all panel points along the Bottom Chord, accordance with Stabilizer Installation guide. nonco icurrent with any other live loads. 9)Hanger(s)or other connection device(s)shall be REACTIONS. (lb/size) provided sufficient to support concentrated load(s)81 3 = 51/Mechanical Ib down and 54 lb up at 1-4-9,and 81 lb down and 54 2 = 268/0-5-15 (min.0-1-8) Ib up at 1-4-9 on bottom chord. The design/selection 4 = 15/Mechanical of such connection device(s)is the responsibility of Max Horz others. 2 = 84(LC 4) 10)In the LOAD CASE(S)section,loads applied to the Max Uplift face of the truss are noted as front(F)or back(B). 3 = -52(LC 8) 2 = -288(LC 4) 4 = -6(LC 8) LOAD CASE(S) Max Grav Standard 3 = 78(LC 18) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 2 = 398(LC 17) Plate Increase=1.25 4 = 274(LC 19) Uniform Loads(plf) Vert:1-3=-70,4-6=-20 FORCES. (lb) Concentrated Loads(lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except Vert:8=62(F=31,B=31) when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);cantilever left and right exposed;Lumber DOL=1.25 plate grip DOL=125 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Concentrated loads from layout are not present in Load Case(s):#101 1st Moving Load;#201 2nd Moving Load;#301 3rd Moving Load;#401 4th Moving Load; 4501 5th Moving Load. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. &rdar-rL•{u1S¢r{>SFl{rniesfk'.IUCi n7S58(-SELIEl'l6EF:i:'.rl2msamictnessnnDr..{xva•;:(4lCtidD MENi 1-U-4Imp laea,I-A reed{d!se.1u,Ns!D{p1 iar litw;r1,Its AAuri.hats Di,r.c Id-Siviti!are es!odes oh,rce ddd¢a It,l ."I N7T!tc¢u!mr rtes sidl le a:e1Ur d21DDtl ie rtiie.is a h{s!Oesi;r 6paep.e,Sretltlq 6drRer?,fi ed re ui70D reFreseds rt uu,;mu dn{rraL=ss1¢rd erg'oel;I¢g r!sruAlilaf;ae 1!s:p,eltlr sRplehus @rm!r IC tl!iDD 8dr.0a1N it41.its 1!sga ass¢a�7IL.IIr/'Egfl{Wa{u,¢{a¢IIIr.1 CSe¢ednsTnfs4!{ry ldle114 e tlelesplldimd!`.t Dalr.W.f Dxaeis{#Yb'IifE{gtm¢'ISl IflWiDtS tt',nhR i{1leddlt lM,Ih¢Ir.91tl I[..l?.e d{cl tell.➢! Anthony T.Tombo III,P.E. ! r¢: rylmcellkeIDD{¢I{¢iAetd¢sedti!inns.tliEa!^ .r{rge,bshliai¢vuetne{gsiditrc rmsi:!.nd a80083 ' 1`Nr[ef0:s�g�{rlCea{a¢�.i r{is:eta{lkttelDDrillxri�im0.1pi1!Icsdtl!kAtig(eeFs!n Seep laimE,Su�rrtLsldiiRlrAS6Umrely!x{dt�i¢en'nAmn_lplh5asi!recyrs�.h"Tles�le+i�sd3.i.n!Devjrzr,l:{ss7eip;spxer�fin,Ysut{n.er,{ei, 4451St WeieBlvd. {YF{{se1!fi¢dlTo�a:W rged¢p{i¢rri5q lr dllen:rs iEr:sei Teeinss Drsl f¢g{nrlslGi^,.e rafaiues�i{er,rtTnssSiv!rt-rryxr2m75st78rl.All tyd,rgf mas!dash¢IN 1. 4451FortP St.Lucie Blvd. CapyTighi C92016 A-1 loaf Trusses-Anthony T.Tombo III,P.E.Reproduction of Ibis doramenl,in any form,is prohibided Qheul the arinen permission hem kl Roof Trusses-AcibnrT.Tomb III,P.E. Job Truss Truss Type City Ply Std Pac/6511'EL D A0070656 XSPVS6511 DX HJ3 Diagonal Hip Girder 1 1 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:59 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-RiFgOf2SIf rsXsMMP1 H6aWRBOjeHl791_PMThWyPWNw 2-6-0 4-2-3 2-6-0 1-8-2 3 2.83 12 2 T1 1.5x4 II B1 1 ' 10 4 3x4=9 4-2-3' 4-2-3 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 0.36 Vert(LL) -0.04 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.06 4-8 >762 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:18 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at OTHERS 2x4 SP No.3 1 BRACING- joint(s)4 except(jt--lb)3=103,2=300. 7)This truss has been designed for a moving TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc concentrated load of 250.0lb live located at all mid . panels and at all panel points along the Bottom Chord, purlinsBOT CHORD nonconcurrent with any other live loads. Rigid ceiling directly applied or 10-0-0 oc bracing. 8)Hanger(s)or other connection device(s)shall bel provided sufficient to support concentrated load(s)54 MiTek recommends that Stabilizers and required lb down and 61 lb up at 4-1-7 on top chord,and 81'Ib cross bracing be installed during truss erection,in down and 54 lb up at 1-4-9,and 81 lb down and 54 lb accordance with Stabilizer Installation guide. up at 1-4-9,and 265 lb down and 15 lb up at 4-1-7 on bottom chord. The design/selection of such REACTIONS. (lb/size) connection device(s)is the responsibility of others. 3 = 126/Mechanical 9)In the LOAD CASE(S)section,loads applied to the 2 = 302/0-10-15 (min.0-1-8) face of the truss are noted as front(F)or back(B). 4 = 62/Mechanical Max Horz 2 = 101(LC 4) LOAD CASE(S) Max Uplift Standard 3 = -103(LC 8) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 2 = -300(LC 4) ,Plate Increase=1.25 4 = -15(LC 8) Uniform Loads(plf) Max Grav Vert:1-3=-70,4-6=-20 3 = 142(LC 16) Concentrated Loads(lb) 4 = 554(LC 17) Vert:3=28(F)4=-22(F)8=62(F=31,B=31) I FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);cantilever left and right exposed;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. CE!dq.n!eSPdL(IITdJ rE11eN Ise'at gggE n''i�sEsl>u�f G�gEIlE TEgT�a EeF sneas E3STOkr%T7'j J.CCXCP;:45dEX;'tME:.Te-tr ftdp rnl0dln Eof IMf eslef niniTnS1 giE�1 afEYl!y{rrry'Ed IER Id1njT.TESls a;r.LTd`1eLe Ans EE!e PSf.Udess dEVvltt ddef le dP Toa,s.y ohWfgDnipr,. WlEiouEmsfkesAill:+redfrtBsTCDhhe rdd.NETrns Cesryt EEpr:E!(I.e.5;e3EtlE 6prxE;3euElnatlDO!!(!tIM569"1�9:edlSe r+d:S5111d1RSF!�e41e5rH5111IA('It IIE IEf21Ei ICe s:r".eTnssiePnelntls 7UU aElE.edtt T!Y1.iEe i:tija mEupnclEdrtt nEBnn!.smElll!r Anthony T.Tombo 11?,P.E. ed ned3isTnabreqfdlfieris sfesesrntWaydN 0-,.deOruisr aedre9fiWddfulTE.SsIcWlhI'd eb:b7uh dMi. r80083 eq;�sddslelUDnlenXednedieinssudeoqlsf�n!ge.UhbfirEee4essSft:s re<r.etiehd ' td[afeg DEs;.e ed fts-eCal.Le<assdufxhlDgaltu pamesolpil:Inadsl:rnlAq(earam Sde7 rPE,mEnEE;t(1t,'plLski 61TN uad sTfA rte rdy xe 4E TEeadalsEe 1PN N9ru d::E•.Tes4mesWb:ies t'1el:en lhsipEr,LSSsaisGganenl TnS Nmts!t!!E,aiss 44515t.Lucie Blvd. E#rnise find Yfe(ed'ed Epedr?auvrrujkT dI jai.indsA TSefnss Cesl�Enauns XCT to rn:fagCe;iga¢r,rrT•Es Sp.6peeer afar i+i MI AIrq,Jagi s ma feed Mlil. Fort Pierce,FL 34946 Z (opTTighlCO2g16A-IioulTmsses-AnlhonyLTembolll,P.E.P.eprodudionalibisdomment,inanyform,isptubibitedwithcoTthewrinenpermissionhornA-ERootTrusses-6nthonyT,Tomb111,P.E. Job Truss Truss Type city Ply Std Pac/6511 EL D XSPVS6511DX HJ4 Diagonal Hip Girder 1 1 A0070657 Job Reference(optional) ` Al Roof Trusses,Fort Pierce,FL 34946,design@alt-ss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:59 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-RiFgOf2SIfTsXsMMP1 H6aWRBOjhBl791_PMThWyPWNw 2-7-10 2-7-10 3 2.83 12 I� 2 0 T o 1.5x411 B1 6 1 10 4 3x4= 9 2-7-10 2-7-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.01 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.01 4-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:14 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Concentrated loads from layout are not present in BOT CHORD 2x4 SP No.2 Load Case(s):#101 1st Moving Load;4201 2nd OTHERS 2x4 SP No.3 Moving Load;#301 3rd Moving Load;#401 4th BRACING-TOP CHORD Moving Load;#501 5th Moving Load. 6)This truss has been designed for a 10.0 psf bottom Structural wood sheathing directly applied or 2-7-10 oc chord live load nonconcurrent with any other live ROOT CHORD pT loads.Rigid ceiling directly applied or 10-0-0 oc bracing. 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a MiTek recommends that Stabilizers and required rectangle 3-6-0 tall by 2-0-0 wide will fit between the cross bracing be installed during truss erection,in bottom chord and any other members. accordance with Stabilizer Installation guide. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss REACTIONS. (lb/size) to bearing plate capable of withstanding 100 lb uplift at 3 = 36/Mechanical 4 = 6/Mechanical joint(s)3,4 except(jt=1b)2=285. 10)This truss has been designed for a moving 2 = 26310-5-9 (min.0-1-8) concentrated load of 250.0lb live located at all mid Max Horz panels and at all panel points along the Bottom Chord, 2 = 78(LC 23) nonconcurrent with any other live loads. Max Uplift 11)Hanger(s)or other connection device(s)shall be 3 = -42(LC 8) provided sufficient to support 4 = -5(LC 8) lb down and 52 lb up at 1-4-9,concentrated and 81 I load(s) down and b2 2 = -285(LC 4) lb up at 1-4-9 on bottom chord. The design/selection Max Grav of such connection device(s)is the responsibility of 3 = 78(LC 18) others. 4 = 269(LC 19) 12)In the LOAD CASE(S)section,loads applied to the 2 = 392(LC 17) face of the truss are noted as front(F)or back(B). FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25 NOTES- Plate Increase=1.25 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Uniform Loads(pig Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Vert:1-3=-70,4-6=-20 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Concentrated Loads(lb) (envelope);cantilever left and right exposed;Lumber Vert:8=58(F=29,B=29) DOL=1.25 plate grip DOL=1.25 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable studs spaced at 2-0-0 oc. G'edry tleeurivlrg'lrmil�Ik'di IDGF 11,5Sr5(iiflEl"s 6rFEt tt[tNSd(DM iIl(5S(7fr5kt LtR9')dIX9C&tf"s;ME h!r.T"tSlug,F-emaadread0r,olNsll)rca 5-il(II;;.4 N Witerl.T.br M.11 frim,9v1'teh.'e n!-gom!q!!ni!1 add lc tie TDD,. H1iPioulmr g:az!rerll la Kedfir rix IID la k rdil.AS/irns Desig!hglrxaril.e,5pe:idtr 6[1e!l:;,d!LrI 11 Lg 1DD!egreseds Ir.Kreps:e rl ire prainsUrd er{eelrUg asgrKfiilntar lae IK!gn d Ire sn�eTnss dep;all l!rie IDD adg,rlu Ir'41.7&deslga KSeng111K.I1[S Lg Srr61m,;cIIQllag Anthony T.Tomho IL C�".drsNKs S'cn Idllri is Ih!wppnllih ONO-'&rOneiS6'af9 RFdctd 1'tit Whi Dts r,pht:Ided d IL IAL riit'-d fie Ictd isin Ole ud Tra 1! ,P.E. ¢r!Ir['dIk lDD arl ng htld mtdrir loss,ndrfiReaM`.•g.r!'gF,irshlldilc udtrrtaa SSd{11.:e l g-tia tr if z 80083 IklreegDK'ga'IdQ$'Inr'.•1!!h'eS idartStta TDD WIR gf3n(lStad}!11•IIr!{Iltl!rrdllcg rrnp?d Sdtry lr'i'aFnt1'r6(Sf grtlls4d 6tfiMSIG Ile:PIell1R-IKp 1:a:dur_ilrl dffir:s4lnsgs�'a7hes nd6?:st'lallsS DtllgrN,lKf)PSgi 3,TCtrfHt TRSSd7didl.^lilr.LGlSi 4451 St.Lucie Blvd. e4drise Ids!dig a 09m Ipltd ape!u vr@q ig dl gm K In:iei ileTnu Beu�Ergnler i;lCi..e r:dog DKmv,li Tn<.s dgulx 6gnxr dogIIrddirg.All r�,.red}:m ItE as dPtsll h ITI1. (opyrighi 0 2016 Ad Roof Trusses-Anthony T.Tombo III,P.L Reproduction alibis domment,in any farm,is prohibiied witheot the wrinen permission from A-I Roof Trusses-Actfiany T.Tombo 111,P.L Fort Pierce,FL 34946 tY Ply 11 EL Job Truss Truss Type Y Std Pa D A0070658 AWS6511DX HJ5 Diagonal Hip Girder 2 1 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:00 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-vupCb_243ybj9?xYzloL7k_Jp7v01 YZRD361 EyyPW Nv 3-11-0 5-4-14 7-0-2 3-11-0 1-5 14 1-7-4 4 1.5x4<j Dead Load D A.=1/8 in 2.83 12 3 11 N_ I c) T1 1 2 1.5x4 11 131 1 a 13 I 6 e ' 3x4= 12 5 3x4= 702 7-0-2 Plate Offsets(X Y)— [2.0-2-11 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc)I I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.19 6-10 1 >441 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.30 6-10 >275 240 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-MP Weight:30 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)This truss is not designed to support a ceiling and is BOT CHORD 2x4 SP No.2 not intended for use where aesthetics are a WEBS 2x4 SP No.3 consideration. OTHERS 2x4 SP No.3 3)Plates checked for a plus or minus 0 degree BRACING- rotation about its center. TOP CHORD 4)Concentrated loads from layout are not present in Structural wood sheathing directly applied or 6-0-0 oc Load Case(s):#101 1 st Moving Load;4201 2nd BOT CHORD Moving Load;4301 3rd Moving Load;#401 4th Rigid ceiling directly applied or 9-2-0 oc bracing. Moving Load;#501 5th Moving Load;#601 6th Moving Load;#701 7th Moving Load. MiTek recommends that Stabilizers and required 5)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 6)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 4 = -21/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 413/0-10-15 (min.0-1-8) bottom chord and any other members. 6 = 318/Mechanical 7)Refer to girder(s)for truss to truss connections. Max Horz 8)Provide mechanical connection(by others)of truss 2 = 186(LC 4) to bearing plate capable of withstanding 100 lb uplift at Max Uplift joint(s)except(jt=lb)4=108,2=447,6=305. 4 = -108(LC 25) 9)This truss has been designed for a moving 2 = 447(LC 4) concentrated load of 250.01b live located at all mid 6 = -305(LC 8) panels and at all panel points along the Bottom Chord, Max Grav nonconcurrent with any other live loads. 4 = 51(LC 13) 10)Hanger(s)or other connection device(s)shall be 2 = 486(LC 18) provided sufficient to support concentrated load(s)126 6 = 443(LC 17) lb down and 121 lb up at 4-2-8,and 126 lb down and 121 lb up at 4-2-8 on top chord,and 81 lb down and FORCES. (lb) 54 lb up at 1-4-9,81 lb down and 54 lb up at 1-4-9, Max.Comp./Max.Ten.-All forces 250(lb)or less except and 23 lb down and 25 lb up at 4-2-8,and 23 lb down when shown. and 25 lb up at 4-2-8 on bottom chord. The TOP CHORD design/selection of such connection device(s)is the 2-11=-351/297,3-11=298/303 responsibility of others. BOT CHORD 11)In the LOAD CASE(S)section,loads applied to the 2-12=-195/315,2-13=-380/325, face of the truss are noted as front(F)or back(B). 6-13=-380/325 WEBS 3-6=-411/480 LOAD CASE(S) Standard NOTES- 1)Dead+Roof Live(balanced):Lumber Increase=1.25 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Plate Increase=1.25 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Uniform Loads(pif) h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS Vert:1-4=-70,5-8=-20 (envelope);cantilever left and right exposed;Lumber Concentrated Loads(Ib) DOL=1.25 plate grip DOL=1.25 Vert:10=62(F=31,B=31)13=14(F=-7,B=-7) I trf:dq-Hau HmrgJrmiefIk'e 1106E TUSSES STLITI1 DTH9L TEINSa Ot61rIBSS USTakt NREI j:.([eOTSs.Fs'N1Ri ifrr Terdr ledge gflfifeilSf ml R:df3lff aSS1iT!FSS DlS Ian>•IyETT4;Irk IEl ldln(T.TfPta D;rFIdUlm!4eel Sdi'e M.Dde55 glNflie adel IGIIG TDD,{a% NlTtirerxTr{ikt 3lili:^I:tl ferl&nU eau!dd.it.LRi hesgl Efquv{L,Sge7rH(6au! R:f!flnoyTDO repTutacnmpwdoe{ralettieed eu:et!Ng resgnulurt!lu lnait!tle Serge Toss fiP!ne re tie HO nir,WHIPH.Rtts!jr nuu{nra lydz?<annnr,s.eetitiq Anthony T.Tornho III,P.E. f-d nd:s Ngi!fryldiefgisTxresrmililihdCeO+l:r.CeDniSfdsud,e4r:f tfe'tzgDoij.;mN.09druI"11nln:brA'Ea'tig nlea!!?l.lfq;mddlgetDDosr gbfl r dlieTnst.i�fiul, 'i.g.n:ge,i ouit", lErfis,SNr�4e 'spoA.nd r 80083 ' ttf{x[xgOfGgaSfdff4.�m:Orr*,sd.r4NTDO Min{e=es.1 gfil.lo-s due lrAbq(fe{ tlWay ffr nn.1,Wi{dliSW4TAftI grfrn!plllL•-TnT RSnS$eR.{e"S.Y_meSnl an#fr'i.T.f{.Dfrigeer,T:R3 Dnafl ngvrr®TTnSShclflfh,l.RRfi 4451 St.Lucie Blvd. r#e+du 16d IT.I •fdiptelftffnvdfigirdl{mniaeaei Tfe rnss Cola:Ggueeri,ICT k`,e lafag.e.(gne,nL ss Syshs Eagifeerd©j5+ii4sg.NI Sa;da!dhrosfncs ldael lflrTl. 1 Fort Pierce,FL 34946 (oPT I hi02O16AdRoolhusses-Amhon T.TombaIII,P.E.Reproduction of ibis document,in an lorm,is probibiied without the written permissionfrom A-]Roof Trusses-Anthony L!Tombo III,P.I. I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX HJSP Diagonal Hip Girder 2 1 A0070659 Job Reference optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8. 1. 020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:27:00 2016 Page 1 I D:W?qu Lcr?Re?LfzLe98RjH4yHM91-vupCb_243ybj9?xYzloL7k_Jp7v01 YYRD361 EyyPW Nv 3-11-0 5-4-8 1 7-0-2 3-11-0 1-5 8 1-7-10 4 1.5x4-� ead Load ff.=1/ 6 in 2.83 12 3 co 11 N T1 1 r 2 1.5x4 I B1 1 13 6 12 5 3x4= 3x4= 0r2-}1 7-0-2 0-2- 1 6-9-6 Plate Offsets(X,Y)— [2:0-2-11,Edgej 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) -0.19 6-10 >442 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.30 6-10 >276 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:30 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 2)This truss is not designed to support a ceiling and is WEBS 2x4 SP No.3 not intended for use where aesthetics are a OTHERS 2x4 SP No.3 consideration. BRACING- 3)Plates checked for a plus or minus 0 degree TOP CHORD rotation about its center. Structural wood sheathing directly applied or 6-0-0 oc 4)Concentrated loads from layout are not present in . Load Case(s):#101 1st Moving Load;#201 2nd purfinsBOT CHORD Moving Load;#301 3rd Moving Load;#401 4th Rigid ceiling directly applied or 9-1-8 oc bracing. Moving Load;#501 5th Moving Load;#601 6th Moving Load;#701 7th Moving Load. MiTek recommends that Stabilizers and required 5)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 6)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 4 = -1 6/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6 = 313/Mechanical bottom chord and any other members. 2 = 413/0-6-8 (min.0-1-8) 7)Refer to girder(s)for truss to truss connections. Max Horz 8)Provide mechanical connection(by others)of truss 2 = 186(LC 25) to bearing plate capable of withstanding 100 lb uplift at Max Uplift joint(s)except at--lb)4=108,6=300,2=447. 4 = -108(LC 25) 9)This truss has been designed for a moving 6 = -300(LC 8) concentrated load of 250.01b live located at all mid 2 = -447(LC 4) panels and at all panel points along the Bottom Chord, Max Grav nonconcurrent with any other live loads. 4 = 50(LC 13) 10)Hanger(s)or other connection device(s)shall be 6 = 441(LC 17) provided sufficient to support concentrated load(s)126 2 = 486(LC 18) lb down and 121 lb up at 4-2-8,and 126 lb down and 121 lb up at 4-2-8 on top chord,and 81 lb down and FORCES. (lb) 54 lb up at 1-4-9,81 lb down and 54 lb up at 1-4-9, Max.Comp./Max.Ten.-All forces 250(lb)or less except and 23 Ib down and 25 lb up at 4-2-8,and 23 lb down when shown. and 25 Ib up at 4-2-8 on bottom chord. The TOP CHORD design/selection of such connection device(s)is the 2-11=-354/301,3-11=-302/307 responsibility of others. BOT CHORD 11)In the LOAD CASE(S)section,loads applied to the 2-12=-195/315,2-13=-384/329, face of the truss are noted as front(F)or back(B). 6-13=-384/329 WEBS 3-6=-412/481 LOAD CASE(S) Standard NOTES- 1)Dead+Roof Live(balanced):Lumber Increase=1.25 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Plate Increase=1.25 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Uniform Loads(plf) h=25ft;Cat.II;Exp C;Part.Encl.,GCpi=0.55;MWFRS Vert:1-4=-70,5-8=-20 (envelope);cantilever left and right exposed;Lumber Concentrated Loads(lb) DOL=1.25 plate grip DOL=1.25 Vert:10=62(F=31,B=31)13=-14(F=-7,B=-7) lrtmq Hesse riurfJUrmiltsIk'll iOGt fldiS3{{"i(UUiOut'.flu A(willasamitram')INK"1039W firm.Ttrdt lefge I—el tatd rt^d,wiltt!Wlee!Imp Dr—j(rrv,'}Etd1h redrtrl.Teske%ELldsene dkeelhfiifelf.Ums ire—warldfo fire TOp.ui7 Nsrekoeom,1!'4,SI 1!tudbrtreINleberdd.sseiens Milo Ttptteer(l.e,Sp:uflyEc¢e es"blduurTOOupresorl-ampms l le,Jrdusloid"y'erigregnsikimrit;uldesworHkesicleTnssdetdlhtaeTWuld,¢Nerdr'FI.Itxdls!rnnnapnets.lut-er<u bam.sea dnnr Anthony .TomboIII P.E. r'redlis ss4 nr rdllfgis❑uspn!R1MdCe 0.ffcllePraisldm.rseds�eA e:Ike r¢iI/tJ Uei Ju,atle aehddiv lK,dl9atl fie br:Ea'€eg nle ulrfl.Th rppmr:dlkefh0 f>ten Fietl f!edfilrn!s.a,iorslsi:uJ.sm�gf usNldiu udkmi,uakh.la"S1.0'trd Yz80083 r ' 1kfrz.eat7es:5"zfrlQarrtta.J:r<esSeto,a III ID0u11nrrmrresualyeddnxd0lhoer(tar dSdery ,pT1 iS6Umreieetdh,pto,'PdneTM1lef5les3lttipfmi9Jb's.1dlmV,-_!"!NripierAess]wdqueres Tress N.O.'eer,uns A,451 St.LUCiA Blvd. IjF.TYdi6iFdlja(td'id/pNl9lt10vdtitJlyd pOFF54q..Ifl.litire$SClSla Etrltlr:id(T:.era lal tf.g,er,rrtmsSiYen Esjfm i'.a rkta&ep.ui rq,aflkras mf is dd duml. (opyTigbl(7C T01A Ad foot Tmssts-Anlhaoy T.Tombo III,P.E.Beprodudioe of this dnrument,in any form,is prabibided witheud tht written permission from A-I Roof Trusses-AnthonyT.TombIII,P.[. Fort Pierce,Lucie Blvd. Job y Truss Truss Type Of Ply Std Pac/6511 EL D A0070660 XSPVS6511DX HR Diagonal Hip Girder 9 1, � Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 Is Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:27:01 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-04Nap1 3jgGjan9WIXSJafxXW5W IGmyFbSjramOyPW N u 1-10-10 4-5-11 1 8-7-14 1-10-10 4-5-11 4 2-3 4 2.83 12 12 3x4; I 3 1 W1 2 2 1.5x4 II 131LJ 1 ! 14 7 15 16 6 13 1.5x4 11 3x4=5 3x4= 0- -9 4-5-11 -7-14 0- 9 4-5-2 4-2-3 Plate Offsets(X Y)— I6:0-3-8 0-1-8j .I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc)i I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.07 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.10 6-71 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(TL) 0.01 61, n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:39 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 LOAD CASE(S) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; OTHERS 2x4 SP No.3 Standard h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS BRACING- (envelope);cantilever left and right exposed;Lumber 1)Dead+Roof Live(balanced):Lumber Increase=1.25 TOP CHORD Plate Increase=1.25 Structural wood sheathing directly applied or 5-11-8 oc DOL=125 plate grip DOL=1.25 Uniform Loads(plf) 2)This truss is not designed to support a ceiling and is puriins. Vert:1 4=-70,5-9=-20 not intended for use where aesthetics are a BOT CHORD I Concentrated Loads(lb) Rigid ceiling directly applied or 7-1-0 oc bracing. consideration. I Vert:7=-14(F=-7,B=-7)11=62(F=31,B=31) 3)Plates checked for a plus or minus 0 degree 12=-55 F=-28,B=-28 16=41 F=-21,B=-21 MiTek recommends that Stabilizers and required rotation about its center. ( ) ( ) cross bracing be installed during truss erection,in 4)Concentrated loads from layout are not present in accordance with Stabilizer Installation uide. Load Case(s):4101 1st Moving Load;#201 2nd Moving Load;#301 3rd Moving Load;#401 4th REACTIONS. (lb/size) Moving Load;#501 5th Moving Load;#601 6th 4 = 152/Mechanical Moving Load;#701 7th Moving Load;#801 8th 6 = 301/Mechanical Moving Load;#901 9th Moving Load. 2 = 501/0-5-9 (min.0-1-8) 5)This truss has been designed for a 10.0 psf bottom Max Horz chord live load nonconcurrent with any other live 2 = 166(LC 4) loads. Max Uplift 6)'This truss has been designed for a live load of 4 = -127(LC 4) 20.Opsf on the bottom chord in all areas where a 6 = -163(LC 8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = -433(LC 4) bottom chord and any other members. Max Grav 7)Refer to girder(s)for truss to truss connections. 4 = 152(LC 1) 8)Provide mechanical connection(by others)of truss 6 = 410(LC 18) to bearing plate capable of withstanding 100 lb uplift at 2 = 527(LC 19) joint(s)except(jt=1b)4=127,6=163,2=433. 9)This truss has been designed for a moving FORCES. (lb) concentrated load of 250.Olb live located at all mid Max.Comp./Max.Ten.-All forces 250(lb)or less except panels and at all panel points along the Bottom Chord, when shown. nonconcurrent with any other live loads. ! TOP CHORD 10)Hanger(s)or other connection device(s)shall tie 2-3=-944/608 provided sufficient to support concentrated load(s)189 BOT CHORD lb down and 84 lb up at 4-2-8,89 Ib down and 84 Ib 2-13=-204/332,2-14=-680/912, up at 4-2-8,and 28 lb down and 102 Ib up at 7-0-7, 7-14=-680/912,7-15=-680/912, and 28 lb down and 102 lb up at 7-0-7 on top chord, 15-16=-680/912,6-16=-680/912 and 81 lb down and 54 lb up at 1-4-9,81 lb down and WEBS 54 lb up at 1-4-9,23 Ib down and 25 lb up at 4-2-8, 3-7=0/330,3-6=-944f704 23 lb down and 25 lb up at 4-2-8,and 21 lb down and 9 lb up at 7-0-7,and 21 Ib down and 9 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). I tGeruq-fln:e nunlHrrninlbe'4I IgC;IIlKi6{'iELLEP)6IR;INL TEN at.uadsea.1m.NO,us 9erp 3-hi(MI.e,I ttt ttlYajl.T.1o,g'IE Idercxe Skeet,"—P.uttenstld"u add mtkPTon,sc7 N1Te4tenemsjfess9tll:ea,NDs ttx i7Dtr 5erdiUIITtns Desy?Erpout(Le.Sxudu Fspu?„n?s•-d nnr TDTI sepums re mjp=IT III lrtt?5ffiId of{SF ;usrnGlu�bt It,lisp tie,s4eT:es d?r4Lhent&edl.eider liN.TO 1113 os-p on.I'd P;sntmus,sNOnry Anthony T.Tombo III,P.E. d tsednsT;usn?tir rdlluy is ne usrnsilllindme?J.r!esleD.�eiscfi�Oz?le;e4rne rdliir90esirttr,At`sr?et?tldtu lRl,:i?IrE u1n?h�altwYs;ole us Rll.let?Tn?Hd15e 70D aNn!fiell ueAn?inss.ud?fiul `Wg.s's:ge.iuhutt!u nd 4¢ig sSill4?n_•resr:atiS,Ea.et a 80083 netaSsy Dup!?4[,"a.!.All uesu?m i lb UDW in inon sosgnldnndn?W6q C.Feul Way 1,;, tonn',IXSI,rt!In&it 14.1 Stu m"f htgenmp:lns?.IN etsuslI,egesiimes ui 6n..11 TIIs?D(uper.D.,Derr ragi>•erus I—Kdtdt wr.t,s 4451 St.Lucie Blvd. tiu.iu lditd Ito rtd.'ea aped III.It vrt5q NT PIT Pon,"nseu3 Th rufs Ot,la Eermuds rU:.,ra Il Mituer,uT.—Srn t,Eqn er d?ar enlfut.A l sc,latil.nm vets ldzd[Mil' Fort Pierce,FL 34946 Copyright02016A-]Roof Trusses-Anthony 1.Tomho111,P.I.Reproduction of this Plummy,in any loml,isprohibited without the written permission from A-I Roof Trusses-Anthony I.Tomho III,P.I. I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX J3 Jack-Open 1 1 A0070661 Job Reference(optional) ` Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:02 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98 RjH4yHM91-sHwzOg4LbarROJ5x4AgpC93jtwiCVUvkgNb8lgyPW Nt -1-4-0 3-0-0 1-4-0 3-0-0 3 4.00 F12 N a? 2 T1 6 1.5x4 11 B1 1 10 4 0' 3x4=9 3-0-0 3-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.02 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.02 4-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:13 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss OTHERS 2x4 SP No.3 BRACING- to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)3,4 except Qt=lb)2=187. Structural wood sheathing directly applied or 3-0-0 oc 7)This truss has been designed for a moving purlins. concentrated load of 250.01b live located at all mid BOT CHORD panels and at all panel points along the Bottom Chord, Rigid ceiling directly applied or 10-0-0 oc bracing. nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in LOAD CASE(S) accordance with Stabilizer Installation quide. Standard REACTIONS. (lb/size) 3 = 76/Mechanical 2 = 247/0-8-0 (min.0-1-8) 4 = 35/Mechanical Max Horz 2 = 102(LC 8) Max Uplift 3 = -58(LC 12) 2 = -187(LC 8) 4 = -2(LC 12) Max Grav 3 = 76(LC 1) 2 = 373(LC 21) 4 = 278(LC 23) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8F MWFRS for reactions shown;Lumber DOL=125 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Cariqrinse tiun§Hrmie.t><'AI IOC;IrfsSBi(llF1'}fdi9Y.(EWSd(.4CT11O9Sf7S77k.{Ln]'j A;CXG'3e.Er4NEXi Iles.§eflfl lrL§!Pf!!0!I!!3!'IIfMIn1M 311]Si!Ff1JlS§i§r'hll§IiLall�Ite AIIILljI.iFSYl i;ir,LltleeFtte Stall kev F<F-Ilsl!f1 F@tnlil steed le llPTpU,L9:J kill'eluumrftssill aeseaiu+te no la t!aliL ssairns Desgeh§Irxe¢l.sslaFlli bdnsr';,'!a tda nr IDO represedsaonipare dlle§rafssslud ec§eFlril§uyllullla(ar Ise 1wr"'Ih m: olfnss depml n AtTDDall..Wer TPA.7tt(:s RamsmPlnes.leel:eRolNnns,uilAileP A ' nthony T.Tombo ri sldll;siiifl'f/lnrpl(II§IS Itl1lsPnsl61lilrdGl D.11e,@eD.nlSnAbIEdF ill lltlplil§DlSI§n',q1$rllltAdlu l§(,3't(nIN:I![dtwY.x,clef ndrl:l.neFf,nlldne rDD ni nrallae,ldnlinns.uJF6estrA'c}sz qe,lmOdinna kax§nsll tl l:a resruCt:!and IIaE.11p0F5 vlfH-lCa.Ll:nkssdcalhKeroDn(lurc4aesaas:d:tnsd+ls4illn(uleaSdm,IaiadleFi(1rtLs&atT71lilSlGmrefvxl.hF !l:�:dLIFSIeFinslere. e,(nesnSh[lsY3LrssWv§lnl.lode<.,s§rner�linssBndlm:er,uis; 0083 III,P.E. r 80083 4451 St.Lucie Blvd. I�P(>hfildilF<Ipa(lil2a epelFl9aelltYflllljlydlPuTalnlleti ilt§enS.fi:aCa§INr13ICi f`t EA.13i CFS§aIN,lrt F.s SJY:Zp§ie:tl0!Or 7Ngp§.lllfm!,-Ie'l OS UFm IJAP(n1PEl.(opyrighlV2O16A4 Roof isusses-AalhanyT.Tumbo Ill,P.F.Reproduction of ibis dornmeni,in any form,is probibhed withcul[he wfiven peranission from A4 Roof Times-Anthwyl TomEo Ill,P.I. FOIL Pierce,FL 34946 Job Truss Truss Type Qb PIv St Pac/6511 EL D XSPVS6511 DX J4 Jack-Open 7 1 AO070662 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:02 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-sHwtOg4LbarROJ5x4AgpC93jUwhXVTlkgNbBlgyPW Nt 4-0-0 r 4-0-0 ,13 1.5x 4.00 F12 T1 W 1 �vrr 2 1.5x4 II B1 1 0 10 4 9 1.5x4 II 2x4= 4-0- 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.04 4-81 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.06 4-8 >779 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:18 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOB CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 to bearing plate capable of withstanding 100 lb uplift at OTHERS 2x4 SP No.3 joint(s)4 except at=lb)2=197. BRACING- 7)This truss has been designed for a moving TOP CHORD concentrated load of 250.01b live located at all mid Sttructural wood sheathing directly applied or 4-0-0 oc panels and at all panel points along the Bottom Chord, St r nonconcurrent with any other live loads. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. LOAD CASE(S) MiTek recommends that Stabilizers and required Standard cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 283/0-8-0 (min.0-1-8) 4 = 157/Mechanical Max Horz 1 2 = 120(LC 8) Max Uplift 2 = -197(LC 8) 4 = -85(LC 12) Max Grav 2 = 393(LC 21) 4 = 339(LC 23) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf; h=25ft;Cat.Il;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1-25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed.for a live load of 20.Opsf on the bottom chord in all areas where.a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to,girder(s)for truss to truss connections. I ve£aag-Pnutiarurlt!t£n!e.k't't t%OFtlt!SSES{"51!Er'1.EiirUl IrPds t C4!Ig!¢7gi(asiCN�tUefl'jt(Ctpp!ER">l1E51':'.!a rn;h,ksaFrexea:eni reN x!es settis'ou W:isa fee:ior;£Pp'smi:.�actiaa�r.hat.IC.PE rrfereyE Hee£tefi£e ni.to.e5tsxise s2!e6ea C+t PD,rdr Ihletsm:ehriltles sk:Ilt�:eifrr+il[?fehtul lst6xsCecge?agaEer{it.Spe[Ya apx•vJ.hsec'rt rfyi 9rtyetems?.suer!os+.c'Rt Mtessise.:n7iatft�rzsrws3-i.lude d!sip eler.£alli rsassi ra!ia�12CWr,rzStfTrF!T3.ie lg�nersr`aas,g:t�sci'ieEi;£i^^�'q Anthony T.Tonlbo IN,P.E. adeste!Iu:Lnt ltr sxyth:i-ag:sCz e)tm zigdrx6yx,Ht OxEuito¢wuieita rhe6 gCe Z.hbr:e..see Miif¢e¢(aittt lwd bCttl:i2s sai UP.lit"1 11 OWN tei c£6tU I014 rras,fwFfi:q+�i(i,slas^,S-zxt�nw+t:ucl tt:R it nnuip,id-If a• 7'80083 nr kdfur lvsigsreil-edMw.tgann itiMw3t i!:tet tll rneisuig...:udf W:'€q(esfvldSd+ryMttt..a}3Gpa:seli.:H ai Slrt at iCaetni3:5w,d in el!41/elnes>3e rE,Nsstr:n aii•tmsfSetsss Esrxa.£ns:sya FiS ++aihFssiimehCser,m'.ms 4451 St.Lucie Blvd. d?Heise d�s+tl lyF[u3t9tptd sPE!Fti::xgtys;ydia III fins Nip hq—iiIT,fit Wing 6ts11nerrnss snuarris.0tt!t•A6e1.ACegilal!aiiwufetnkl.tiitlftl. Fort Pierce,FL 34946 _(opyrigbiC2➢16A-f Roof Trusses AnthanyLlomhoflf,P.E.Repequ:tionof this dosnmtal,in any Tom is pohibittil without the w1iflen idelmissice front A-1 leaf Trusses-Anthony I'll000bo 111,P.E. Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX J4G Half Hip Girder 1 1 A0070663 Job Reference(optional) ` Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:03 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-KTULE05zLtzlOTg7etL2kMcmeKyDEx9uv1 KhgHyPWNs -1-4-0 3-0-0 4-0-0 1-4-0 3-0-0 1-0-0 3 43x4= 4.00 F12 T2 W1 2 T1 1.5x4II B1 1 1 �• Q• 11 12 5 2x4 10 5x10 MT20HSI I = 3-0-0 4-0-0 3-0-0 1-0-0 Plate Offsets(X,Y)- [2:0-0-2,Edge] [3:0-2-0 0-2-131 [4:Edge 0-1-8] [5:0-3-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.80 Vert(LL) -0.04 5-9 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.05 5-9 >854 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:17 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)'This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 bottom chord and any other members. BRACING- 7)Refer to girder(s)for truss to truss connections. TOP CHORD 8)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 4-0-0 oc to bearing plate capable of withstanding 100 lb uplift at pudins, except end verticals. BOT CHORD joint(s)except Qt=1b)5=141,2=220. Rigid ceiling directly applied or 10-0-0 oc bracing. 9)This truss has been designed for a moving concentrated load of 250.01b live located at all mid MiTek recommends that Stabilizers and required panels and at all panel points along the Bottom Chord, cross bracing be installed during truss erection,in nonconcurrent with any other live loads. accordance with Stabilizer Installation guide. 10)Hanger(s)or other connection device(s)shall be 157 REACTIONS. (lb/size) br down d sufficient t support and 166 lbup at t3-0-0 on p hord chord, 5 = 234/Mechanical Ib down and 35 lb up at 3-0-0 on bottom chord. The 2 = 305/0-8-0 (min.0-1-8) design/selection of such connection device(s)is the Max Horz responsibility of others. 2 = 103(LC 4) 11)In the LOAD CASE(S)section,loads applied to the Max Uplift face of the truss are noted as front(F)or back(B). 5 = -141(LC 8) 2 = -220(LC 4) Max Grav LOAD CASE(S) 5 = 873(LC 19) Standard 2 = 545(LC 17) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Plate Increase=1.25 FORCES. (lb) Uniform Loads(plf) Max.Comp./Max.Ten.-All forces 250(lb)or less except Vert:1-3=-70,3-4=-70,5-7=-20 when shown. Concentrated Loads(lb) TOP CHORD Vert:3=59(F)12=-39(F) 2-3=-480/84,3-4=-472/94 BOT CHORD 2-1 0=-35/261,2-11=-94/472, 11-12=-94/472,5-12=-94/472 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);cantilever left and right exposed;Lumber DOL=1.25 plate grip DOL=1.25 2)Provide adequate drainage to prevent water ponding. 3)All plates are,MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. kera:.y P[rf,e 6»t'g11f titlf�t4'i;IFOFTtUSSES;•S2iT�:tFl3t I:Uti t(f;NG?i!utt ik�C4^tU!Et"A:tt9a'1FCi:4;tT wta.ttldy d!5.'YFii5NU/i!d It!d ieilf fi 61f r»II brlge hLaligj,061ada!1['yt T,Tf;tt Q.PF.rfEHkl!Stttt ttEa!i i1!.�t!i f5t!.is4 SYtd tG wF Tra iiti Uiietl:.»e.^n gldesd Ile,tdhrft IL ftk tdit As al!ns CnvEag saeryx igE .-�nj be sed eF tsy TCJ retees ;au!1!»nd Rs P'attssros;eegii!u:q resg�s!Jr!e!C!d!Ig!al!as sagle Tmss kp.",adw3!T"g aelg,ao-sxTPl-I 1#:desigeraa7'nas,is ag u,Mu1,!e_'c 5y Anthony .Tombo I e&d e;eAEtisims foray d..agis rtlfr fa:"fd tit C-!,6tOxeeis»IStutdgt.W'Aiigh;kt:.I;6'u4ir ei t140t.de OCia'dtWt[I'dag![142?d MI.%gt!flal a•?!I:p»t C16eld r!td9!itrs,ucEsrig 5»d6[g.sNUC,tx-"!if sd4tauq dell bt tit;rpuititnd y I.,P.E. tier=If[Gssi Eti]d Uen?nff.lll»!n f41»74'.ie TfS itl6e vexes ud..e.aas iik•etLC(LSNaEa Sehq lderai+¢i S35.!1:'Nd.iFl acl Sl:A as sdereuH da:ert:d.har.T!410d•a!s ftera eav4iLes ad!>vesdfte lens Ee;ae,Ftas Ms+ ual?msN»siLdra,i!:tss #80083 t -a tfttd6M1+tlahZlLq(ItdrgSEiFxf'rtilsFfgtrnnu•Ihtd.1lfL!!ItktigvEeg!x!!ISkAi6tl++1ingDrigatt,e?rollSniewEagsf<don,IfAtag.tFagi6tRdL;a!etis Mud itIN. gELtg[e 4451 St.LLCEe Blvd. (opysigtr 1016A-1 Roof lasses ArtbaayLlambeIll,P.E ReptsduoinnofIbisdorumen),io any fa!m,ispmhihitedwif w the writtenpesmissioafraxAd tool Tmsses Anthony F.TucboIll,P.F. Fog Pierce,FL 34946 Job Truss Truss Type City Ply Std Pac/6511 EL D A0070664 X�PVS6511 DX J5 Jack-Open Z 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:03 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-KTULE05zLtzIOTg7etL2kMcILKtLEx9uv1 KhgHyPWNs -1-4-0 5-0-0 1-4-0 5-0-0 3 I 4.00 12 N T1 I 2 1.5x4 11 B1 1 10 4 o' o• s I 3x4= 5-0-0 � 5-0-0 Plate Offsets(X Y)— [2.0-1-2 0-0-0j LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.15 4-8' >388 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.15 4-8I >406 240 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 31 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:19 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)`This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a OTHERS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 5)Refer to girder(s)for truss to truss connections. Structural wood sheathing directly applied or 2-2-0 oc 6)Provide mechanical connection(by others)of truss pT to bearing plate capable of withstanding 100 lb uplift at ROOT CHORD Rigid ceiling directly applied or 8-5-4 oc bracing. joint(s)4 except(jt=lb)3=125,2=316. 7)This truss has been designed for a moving MiTek recommends that Stabilizers and required concentrated load of 250.0Ib live located at all mid cross bracing be installed during truss erection,in panels and at all panel points along the Bottom Chord, accordance with Stabilizer Installation guide. nonconcun ent with any other live loads. REACTIONS. (lb/size) 3 = 143/Mechanical LOAD CASE(S) 2 = 328/0-8-0 (min.0-1-8) Standard 4 = 66/Mechanical Max Horz 2 = 143(LC 8) Max Uplift 3 = -125(LC 8) 2 = -316(LC 8) 4 = -85(LC 8) Max Grav 3 = 143(LC 1) 2 = 419(LC 21) 4 302(LC 23) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.Il;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I' S'edry flt¢e tlutyyt mite 15e'.I rOCE IE55S3j i[(lEl i 6EAryl:fE1NS 8 CeC(r105$(dS1DN{{-ElY];lfiXCklEDdEXr I¢r SoAt deep ptaden nul retch>L>s u tfisless De:;s L>.iytT[�ui IEh ldSnrlE.Ita:S>?(I.F.Iduexe S!?o!eh62 w4.Udtu dFenise dtld¢tle1DP,ca'p ELTt'xusurlt!1Xessldn�neE6r ttx TDDnve rdlL l!eLtss Oesyv hy:n¢{f e.Sseosflt E<au n:udnotTDO oepreietls¢ttupaa Clio pdndt¢lery enrc resrnilW�'orluaes�Esc!!Ceirt;.:eTmittr,nte¢ile EDD adr,rlerT?FI.;&tes:p nunp�tp.n3ep mE!rot>.i.nWilry Anthony T.Tombc,III,P.E. rS tse d+s Tms4'nt{dltitg lslle rzstnsiti!IlydCt U.t!1.@t D.l:ifeas3'IE(2 e-em•lie{d!fitg Desitn•,mht nu adhe lK,tSr iE:alne btd{rEq;Ne zdlP{l.lery{mddlle lDD G31¢!rl lasdne Tnscma anlafiry.strryo bue!idin¢a EncrE sSdi'.a i�•'esras`.3:!:hd <-80083 ' INE.s:PDn:Sa:wltcm,!arr&ti:dw:iHxToommpmnnmE ia9 sdntk!ly(<EanSdt71'`e��t't(Sf,:E'WiIMEErPIrASEfAm:dY 7htEeena!�!laeltSClue.R:,¢p:s:saeirslba.iN�:LuiDetiptt,T!t3f)t!i1r➢12¢©1rn5ied'N!t.^f!lI;R2Si 4451 St.Lucie Blvd. du.i.ddad Ito Coma tgtrdepn it wMI{yd!jun- inabdrhWit-:a Eyl¢u!i ACT GtSafat Dts:t3u,¢ToMpll-x Eyixr e.arS+aSst.EIIra:,.aedk:as noas IdadnIPI I. Fort Pierce,FL 34946 (opyiigh101016A-IRoafTrusses-Amhaaf,Uombo III,P.E.Reproduaioaof ibis domment,in any fwmjsprobibiled without rhewrifreapeimissionhoonA-]Roof Troses-AnlbcnyT.ITodo III,P.E. I I Job Truss Truss Type Qty Ply Std Pac/651 1 EL D XSPVS6511DX J5A Jack-Open 2 1 A0070665 Job Reference(optional) ` ! Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:04 2016 Page 1 ID:W?q u Lcr?Re?LfzLe98RjH4yHM91-of2jRM5b6B59ed FJCbsHHa9xFkGhzOP18h4ENjyP WNr 5-0-0 5-0-0 2 4.00 F12 Dead Load Defl.=1/16 in 11 N n 1 131 p 8 3 7 3x4= 5-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.09 3-6 >630 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.15 3-6 >388 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:15 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)*This truss has been designed for a live load of B CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a BRACING- rectangle 3-6-0 tall b 2-0-0 wide will fit between h TOP CHORD 9 Y the Structural wood sheathing directly applied or 5-0-0 oc bottom chord and any other members. puriins. 5)Refer to girder(s)for truss to truss connections. BOT CHORD ) ( y others)6 Provide mechanical connection b oth of truss Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb)1=144,2=173. MiTek recommends that Stabilizers and required 7)This truss has been designed for a moving cross bracing be installed during truss erection,in concentrated load of 250.Olb live located at all mid accordance with Stabilizer Installation guide. panels and at all panel points along the Bottom Chord, REACTIONS. (lb/size) nonconcurrent with any other live loads. 1 = 222/0-8-0 (min.0-1-8) 2 = 149/Mechanical LOAD CASE(S) 3 = 73/Mechanical Standard Max Horz 1 = 146(LC 8) Max Uplift 1 = -144(LC 8) 2 = -173(LC 8) 3 = -21(LC 8) Max Grav 1 = 373(LC 21) 2 = 149(LC 1) 3 = 304(LC 23) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 1-7=-253/198 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Part.Encl.,GCpi=0.55;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=125 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Wing-11h;0.g9y ef-It'6IVEF It' ifuftx Must TEN d ONIM5S f9STDMI 3n]'1 ACU A[VItra.rtrdl dNprtttaflfrst�rted®at>.sultiSLlSsDtf;e9f[viay liP;;tr41Celfietl.iwtj C!,li tderexe Slet!Ef[x[st.OdsS SttH.htddfllt tYf lDD,wy kiifi<ntfmga'nit)tiE?BSNHt DS TIU S9R4LL IS tTfAS DtSItI EIy RH(1.!.,$4:111!V F[gitf!tr1�:5!IIItf[J TDDitFRStIiSR RRa9@fa!ILttiI:SSI01CI tfIIiLF!tltF f!Sjt1SIIIlOrb!Ill rff�lAlll STt FTtl3S tapafinfitlDD adJ,eadtr irXl.7&Gs!yemtnNnef.itdmp ft[Clnus,stihdiiry Anthony .Tomho SIi ord..f EzSf4't IC1IIt[IS It ro .ittTON Dal!I,DF D*[1tft�xn Zfl dtlt,wtt*.g on1j.,9 N Srehd fl!St I2E,33K.1Mt bSdW bd-1 MI.Ttt Inl'd Sh TDD vI nJ MtR to d6f Tns uMq E: ii.Sh: f.imulld'a of lrt!ug s,d.!.e Sl.'t'mltlhd Y ,PE f n f *t ! a 3 'n a r 80083 IftttlxeDlSSE'tt�rt4.'t['i'.r:Lfk[S[Ff:3@tTUDtlt llttl.[I(ISaJ+SditlO[S i!It to lfllg EMJ llSdtlJ lA.i'IBE118t�rrPtMlftS.iJ l7itii$t(.tlilthRift�tfl tf[ffd�yi':S]t:t.TP�T ftt[FS'E?llf9":!I!S¢ub?:f0!H!T![SS DtiltlH,T!PSS7iS:yeT]PL`tf®t Tr[SSMaHdt!'R!fi;iFPii i!iH11f!gdi1F2 it G ElE-M BgllFd eH91e K'diftt iJ dlrN fi Ift.�lti hPTn1f C t�Egg lNf IS 7Ci Wet !ag DfSigiH,rtTnss SST='t hPtfer dor O.dLly.J115�;-�.3[toS of n dffael hiPl1. 4451 St.Lucie Blvd. • Fort Plerce,FL 34946 (uptligM CL 2016 A-I faoRmsses-Anidooy T.Tomhd III,P.E.Reproduction of this dommtttl,in anyinrm,is ptohihBed without the arittea pefmissian Tom A-I 8ont Trusses-Anthony T.Tomb III,P.f. Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0070666 XSPVS6511DX J501 Jack-Open 1 1 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek l6clustries,Inc. Wed Oct 26 15:27:04 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-of2jRl 5b6B59ed FJ CbsH Ha9yIkJ KzOP18h4ENjyPWN r 4-4-0 4-4-0 4.00 12 2 i ZZ T1 � N - a 1 so B1 �i • -- 7 3 I 3x4= 4-4-0 4-4-0 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.07 3-61 >768 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.10 3-6 >503 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:13 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SP No.2 7)Provide mechanical connection(by others)of truss BRACING- to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)3 except(jt=lb)1=118,2=164. Structural wood sheathing directly applied or 44-0 oc 8)This truss has been designed for a moving pT ROOT CHORD concentrated load of 250.01b live located at all mid Rigid ceiling directly applied or 10-0-0 oc bracing. panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation nuide. LOAD CASE(S) Standard REACTIONS. (lb/size) 1 = 192/Mechanical 2 = 135/Mechanical 3 = 58/Mechanical Max Horz 1 = 126(LC 8) Max Uplift 1 = -118(LC 8) 2 = -164(LC 8) 3 = -11(LC 8) Max Grav 1 = 357(LC 19) 2 = 135(LC 1) 3 = 296(LC 23) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Part.Encl.,GCpi=0.55;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed fora 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. wv.;-rru htl6•fit}w..Alt'A;Not AUSSBI'Ss'.trl',0E1dl TIUS t MADTIM rb31CY�tNfl"d;ttpirl[gu..L,!17'Ita,rn,ry tsi:tafrese;us fa!rr:!ndeskttit nris Df:is3 frt.iep gDtedS+le":s�T.rfsNlC PL If:vrtieSleet letut¢3:.EF lit e3e!siit f!['lt�St1c0,ul. fldet3essCsriiu sEdllt¢iPdlFfne fG:hla irtd A3 arn33!'e;*s?s}ae!r{ix.Srma>,apsoj,I4e 3ed u.ray C9fe�iiceiurlsphtie r!d:r tlnrtta"ta7vi iesfmrl_h tciix Hulediz3 si3gle n3ayuna��iaflip, anu r A+ tl;.= a3 iar93;a:7¢f3.,E :tn Anthony T.Tombo 11T P.E. nfs:eE;pis 7r nitl ur6.lay is"-+nsyas a.;�(dGf Cxw!,i3l;rty(stt:eixel geetfrt+4.+•w3zy LkLr v,hhi stxhCdtts llClklltfa{�e lralltlitay:�s mdifll.ilt typaidd3t13 nl tei ke8 to ati inss;ufbisytaflur ilne,ex. Eta¢l Y.e3ny ile0lt a!;esr3eirti11^p a'. #80083 tP51—De frifi bliRliLlt,�=3f 4451 St.Lucie Blvd. fltsnF,eddifellrffxh3:l ayi;Hryuit nirrsyty s;rctiu kffpsl;le Tres3 DSSlpl hysee li e9i Gs Idleu9(hinlr,a:'fnsS!sixa[�aedn;kfAf.y.Lfglhll,>sli;nieelsin5eel if tFel. Fort Pierce,FL 34946 Uptight 20I6A-i Roof Trusses-AnthooyL fascia III,P.E.Repicktion of this dotam-ol,in any foinn,iis pohibild without[he w6nen Fflmi5ska ham A I loci busses-Anthony I.Tombs III,P.E. I I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX J5P Jack-Open 2 1 A0070667 Job Reference(optional) ` Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:05 2016 Page 1 ID:W?q u Lcr?Re?LfzLe98RjH4yHM91-Gsc5f!6DtVDOFnq WmIOWpnh5g8ZpireBMLpov9yP W Nq 5-0-0 5-0-0 3 4.00 12 T1 N 2 1.5x4 11 B1 1 4 2x4= O-2{l 5-0-0 0-2-4 4-9-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.15 4-8 >388 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) 0.13 4-8 >462 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MP Weight:19 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss OTHERS 2x4 SP No.3 BRACING- to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)4 except at--lb)3=125,2=316. Structural wood sheathing directly applied or 2-2-0 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 8-5-4 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 = 143/Mechanical 4 = 66/Mechanical 2 = 328/04-12 (min.0-1-8) Max Horz 2 = 143(LC 8) Max Uplift 3 = -125(LC 8) 4 = -85(LC 8) 2 = -316(LC 8) Max Grav 3 = 143(LC 1) 4 = 92(LC 3) 2 = 328(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. GoO.P!erse tltnrsNrrelirMfh'I1 IOC;I70iS9(A8a'{6rD(li(ffiNS 8(CkCiIlA13(esl0kj r(TH';r(ICM[B�;N1Di Il+s T!!dp deSlgl paladen pI[ReE pil?t ae1>iiII651 gmr ertnq iir{;I�Ike Artlwrl.T€rI,Cy I.E.Ider.,SIeel ae-ens.UsIm ak-isl used's fie ID0•sa�q VITAc r!nrp'e.1s,ditepse[hrtteTB0lei tiLIsITrmDesignfvglrers{ie.4erh!g6pues;,newl"ityTDOrepreseIIsrsm.ue:eritkpal?SSIa1dledaF3'llfi+!Sp1aS1IDn[Sfhegagat!Resat"T"'rdqrsdItfieK9alr,oaderUP.Tta[as'ganseapeves.Ilctzyott6w's,s.olli!ry Anthony .TomboIll ed oseddsL ss4+n lnitivg is sae res nsililmdCe!I.iee lle O.ui se2aarirrl tgcd a-sae td!ri Opsi cee,rsCe ulhddhrll(,fi:is(ultle hts la'[ nle to+C+l{.iie S ,P.E. ! i § S sg cyynsv!dsklDDaalnriieldvrzdheTnssudvfiellad.:}sacprt.usheetiuuttmsa+slil,te+�••espasi!.hd <-80083 ' that,De<:g:s;mi@p,-Idp,;!!t5e3i(Atli+ttlDDn[Inri�rtH®3�!i[9nesv!ISelvl![ler(tCI9eA7S1!eIr!3'8-a[II61{rISIpF!Ifll�t)T71NSI(AIIeIt!NaeS•fl'{PeRe:A:I)oft.TlelN'Ite eRipFli59.111Stt.[ic:Sd'AeT1esSMptr,Tmsilnp+b;� JT1esSMdttellC4'le.Rt!i 4451St.0083 Lucie Blvd. vtense l�'Ir[ITpCes7ed ly+ets euvamhglT dlplr.rslnsLei LeTnss Cvur>3veerls lCi Gela9mr CesBaer,rtT•ps STCea Fagirer l'.orl.tl4pp.All sq�:..z:dt:asmem[daelhltl 1. (opycight F-12016 Ad Root Gussts-Anthaay T.Tambo Ill.P.E.Reproduction of ibis document,in any form,is probibiied without the written permission from A-1 Rani Trusses-Anthony T.Tombo 111,P.L Fort Plerce,FL 34946 Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0070668 X$PVS6511 DX J6 Jack-Open 4 1 Job Reference o tional All Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:05 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-Gsc5ft6DtVDOFngWmlOWpnh5b8dSireBMLpov9yPWNq -1-4-0 5-10-0 4_10 5-10-0 3 Dead Load Defl.=1/8 in 4.00 12 v Cl) 1 N 2 1.5x4 11 13 1 o• 10 n e• 9 4 3x4= I 5-10-0 5-10-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc)- I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) -0.15 4-81 >474 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.26 4-8 >270 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:22 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss OTHERS 2x4 SP No.3 to bearing plate capable of withstanding 100 lb uplift at BRACING- joint(s)4 except at--lb)3=132,2=224. TOP CHORD 7)This truss has been designed for a moving Structural wood sheathing directly applied or 2-2-0 oc concentrated load of 250.01b live located at all mid purtins. panels and at all panel points along the Bottom Chord, BOT CHORD nonconcurrent with any other live loads. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in LOAD CASE(S) j accordance with Stabilizer Installation guide. Standard REACTIONS. (lb/size) 3 = 171/Mechanical 2 = 364/0-7-4 (min.0-1-8) 4 = 78/Mechanical Max Horz 2 = 160(LC 8) Max Uplift 3 = -132(LC 12) 2 = -224(LC 8) 4 = -3(LC 12) Max Grav 3 = 171(LC 1) 2 = 439(LC 21) 4 = 311(LC 23) FORCES. (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;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Grua tinse tlnerpNp rzlie•tk'Ad 1OO:`lIOSSrS{'STt1EPy GR•ll.TFU1S 6(Opr�ilOs1(ISTOY.t s(R]')E(rdDd�v;YEMi'Isr�ierep 4up pnmdm nd nednNez n rusLess D!s'{s Dnviytlr'3j erg tG Arsutl.teals D,rf.Idnme flriMre ni.Od:ss etk!aise ud4 eeti!TDD,ce.!p Wieiunemip:ressidiMe;edfi!tk iDD lak!diL he Tans DesireF.V—(i.e,$eaetp hd.-epliss:enurTOO up"Imusrtea,nJuxdlfe palxssiuclersirrUr!:gnutlin(S;:se lss pelh s.1pTnss 1�53±A a A,TOO.11,JmT&I.T Ces�i na. as.l!d.2 msman4iMt Anthony T.Tombo IT',,P.E. cane d1 .—feregrdleiss is lkrespnsnildy9.a OnmN oaniscasrasle,,.S es tielullur Duiinr,afk nr:ndli lY 5e It'W8e h!d WeTah nd rP.l.l:ry,nueffk TOD W n!tidy nedn:inss.mle6s:l �.sn�E.usn9aia nIlnmlisllk Cresrasi:i.et r80083 ' !k We Desj.ui Qa aCa:.it nos sn ttaMTDD nllk psmrtesW PA!Nes efn:tnleep(sep;aer Seery la:nraafWr IhsW,4In Ind Stu reel—IlIff rim!pft,.1P+1(e5n;�ensp<n:i mes ad Gase9:l:rn Devgn,i!nsdi�ps 6grrear rrtss kaw!ssa:::,eeass 4451 St.Lucie Blvd. s:lcrtiu ldus2ipornk�eprsd opn®vrttiq it ePpnkn ine?ni rseTnss Dn:asEs3uter lslCTF.e rsi!lap gssrsn,nTussSps!ea6pn:ereorinlSy.iJi!:p'3dae9k;os readeFadfolr(I. Fort Pierce,FL 34946 (opyrigbi02O16A-I Roof husses-Andony1.Tonbo111,P.E.Reproduction Dfibis domenent,in any form,is inobibbed wilhcul the wriven penrission hom A-1 Roof Trusses-Anthanyl.Tomb III,P.E. Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX J6G Half Hip Girder 2 1 A0070669 Job Reference(optional) f Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:06 2016 Page 1 5-0-0 ID:W?quLcr?Re?LfzLe98RjH4yHM91-k2ATs27reoLttwPiJ?vlM?ELFXOJREoKb?ZLRcyPW Np 6-6-4 1 4-0 5-0-0 4x8= 1.5x4 11 4 4.00 12 12 Li W1 1 W1 2 1.5x4 II 2 1 12 6 13 e g o. 11 3x6 II Sx6=5 3x4= 0-1-1 4-10-4 1-6-42 5-0-0 6-6-4 Plate Offsets(X,Y)— [3:0-5-0,0-2-01,[5:0-3-0,0-3-01 0- - 2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.51 Vert(LL) -0.07 6-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.11 6-10 >683 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:31 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live OTHERS 2x4 SP No.3 loads. BRACING- This truss has been designed for a live load of BRACING- 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 6-0-0 oc bottom chord and any other members. ROOT CHORD pT except end verticals. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Rigid ceiling directly applied or 8-6-11 oc bracing. joint(s)except flt=lb)5=547,2=399. MiTek recommends that Stabilizers and required 7)This truss has been designed for a moving cross bracing be installed during truss erection,in concentrated load of 250.01b live located at all mid accordance with Stabilizer Installation guide. panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. REACTIONS. (lb/size) 8)Hanger(s)or other connection device(s)shall be 5 = 509/0-7-4 (min.0-1-8) provided sufficient to support concentrated load(s)177 2 = 445/04-12 (min.0-1-8) Ib down and 321 lb up at 5-0-0 on top chord,and 413 Max Horz Ib down and 327 lb up at 5-0-0 on bottom chord. The 2 = 189(LC 25) design/selection of such connection device(s)is the Max Uplift responsibility of others. 5 = -547(LC 4) 9)In the LOAD CASE(S)section,loads applied to the 2 = -399(LC 4) face of the truss are noted as front(F)or back(B). Max Grav 5 = 689(LC 21) 2 = 519(LC 18) LOAD CASE(S) Standard FORCES. (lb) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max.Comp./Max.Ten.-All forces 250(lb)or less except ,Plate Increase=1.25 when shown. Uniform Loads(plo TOP CHORD Vert:1-3=-70,3-4=-70,5-8=-20 2-3=-517/369 Concentrated Loads(lb) BOT CHORD Vert:6=-286(F)3=-2(F) 2-11=-191/256,2-12=402/482, 6-12=-402/482,6-13=-433/551, 5-13=-433/551 WEBS 3-6=-366/805,3-5=-877/689 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS (envelope);cantilever left and right exposed;Lumber DOL=1.25 plate grip DOL=1.25 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. nmm�nlf:!n�ff(aT refer Ilf•la for nnss ;Fort i s(e:tr(ntus a(?n".meal(DSTDnti s(rts';rarDa�DNtm'fns,ic•Errlsip rafadns n>e re¢9 nN¢s m Itii Lev DesTs9rfviy li[r;f!2 tth Afhurl.lerSn 0,It.tdneue UfR!!s€ens.Ddlss nthr•is!tlfl:i kn We IDD,sa'y NlTkitaekm±r!rxs slillh uN hr lts lDPf¢le rtlii.Isnirns Desily(fyiefr{fe,1(eslflir(t[IC[!rl.tf!L•IlrnnfTNDffrr¢S¢IISfnM[f�,9s[�Iir rrOhiSllC)f{EH[fF r!5p11fliIRr S;IIf rKFi[IIIeS!C�fT'fSi(?p(I¢(rE f1¢TOD¢II(,PeINTrFI.iE¢F?itl li3taPl¢C.IIK:fT(ItE(Inlf,iell11iI17 c�fseflnu ievfr!n{ultirl islle res nsTAlR,edfseDu!elle D�n!is r�s:i±fdn f[Il:lf+16i Dnf cf¢,nrf utlfd 0,IF,y±¢WAt I'd IaI •df.1rl.le nffldlle l00 anln!Melr ve rfPie inss.io:llfiw l;�'.,m;e f,IfsRlnlinul kfi ilillNrares mtll:'nrf Anthony• T.Tombo III,P.E. ' r t 1 Tp` t+ yT 1 TS r r 80083 Ilk[R:Ekj DfiS.R'kd([4lCJ'..Ii Ck4Riei N'l tll7DDWln timna o(ifif to sdtl.tnlfift(ot¢m SklfpUam¢Du tCrr Hs4dlr lnm(11(.f(itd!I±vdhf Tefnnl�:r]>< iT'If2lffi:lilt:(["A9�T.¢SLtf1A7?ir'3.?T!ofiD¢S13nP(,IiFi;i¢S'�SFn�i'L•ttOf Tlt;iNdV1/;RII;Re!" 4451 St.Lucie Blvd. n#fniv fffilf!it¢6rtN fged epn n 1li5et IT dtra':es Inelfei ih¢Tnss Cei�.z3 feet fs iDl�re1aT.¢sirier,krT.k.s SY_+n!xla.n n'mr lnl9s(.dl fq?W a!E4¢oi vk ns 71md ixTPl I. • Fort Pierce,FL 34946 (cpllighlCU7016A-IfoaiTmsses-AmhooyT.Tam6oI11,P.E.BepmdDtliacoR6isdorumenf,inaallorm,isprohihBedwit6:Nr5erritteoparmissianhamA-IHoaffresses-AnthoniT.Tomto III,P.E. Job Truss Truss Type Qty Ply Std Pac/651 1 EL D A0070670 XSPVS6511 DX J6P Jack-Open 6 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:27:06 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-k2ATs27reoLttwPiJ?vIM?EJ IX?YRGQKb?ZLRcyPW Np 1 4_0 6-6-4 1�0 6-6-4 1.S 3 II Dead Load Defl.=1/8 in i , 4.00 F12 1 W1 I 1.5x4 11 2 1 n 10 n d• 9 4 3x6 11 3x4= 6-6-4 6-4-8 Plate Offsets(X Y)— (2.0-2-0 Edgel 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc)I I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.70 Vert(LL) 0.18 4-81 >423 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.30 4-8 >253 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:27 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 4)`This truss has been designed for a live load of BOT CHORD 2x4 SP M 30 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. i TOP CHORD 5)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 6-0-0 oc to bearing plate capable of withstanding 100 lb uplift at Sttu St r joint(s)except at--lb)4=244,2=308. 6)This truss has been designed for a moving BOT CHORD concentrated load of 250.01b live located at all mid Rigid ceiling directly applied or 10-0-0 oc bracing. panels and at all panel points along the Bottom Chord, MiTek recommends that Stabilizers and required nonconcurrent with any other live loads. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 4 = 277/0-7-4 (min.0-1-8) 2 = 390/0-4-12 (min.0-1-8) Max Horz 2 = 229(LC 8) Max Uplift 4 = -244(LC 12) 2 = -308(LC 8) Max Grav 4 = 405(LC 23) 2 = 454(LC 21) FORCES. (Ib) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 2-9=-206/283 WEBS 3-4=-303/415 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Part.Encl.,GCpi=0.55;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �freie{flefutlnn{Hyrnle!!iSe'dI iDGE ff.Y55�if8Eli6EF31!IGYdb(QBDdI[eS[DSIDN{61t7;ACLlgPiffD,liEli'Inr.TnGl hupiueaelers uslred W!smnisl:[ss Des!c,DRvi+y lR&j sDetrYR�l.lcxf>Pt.E.ldne¢:f Siw!Sfzre e!�.Dd!ff rttzrvis!steffifstkeIDD.saip MITeia Anthony T.Tornbo III,P.E. C.�ISf i�iS;ShRi`i'Itl{pI(�II If l3eft1rm911Dh e1440n!sfh DwuiscSe•nfl eje94ik In Gfi Desi¢ar,mflz roehndiu lK,i!::RI Ne 6sl ts:ix,nff Rl r.✓.I.ise fplrnsletlfeiDDe>tenliell ne Or Tnss,W.flqtaii4 mrmf w4iff"'l I.M ski;ki tt—f:nc9:'e!d z80083 ' ttel Yalafs: !rNQ-C.im!.tJ.R:essffm?YbIDO nlin{1�fes of {dn!sdnf lntpq(!nie!tl Sftery lnmG!n'tfSl'{e4o&141111MSIfArtf:elvesel5f}efnu,n!laa TF:I tf5R:k!ncpeuil nesmldtsMy.I rsllhugfer,Less.7eep�gce ml lnr.K,sm14^f'1;Rt5i 441,11,Lucie Blvd. Pkeriu ldieft 11oG9:e4 epode»nuti0girdl{mfsief:{fti refTRls mE�eeer islLi..eEa:7af Ofsigse,esT e.s Syr'!aiyn!ertm75rl5sr 111 q,.�fE};af of et ddarlhR{I. Fort Pierce,FL 34946 (oppighlD2016A-1Roallasses-AnthonyT.Tombill,P.E.P.eprodudionofibisdammeni,inanyform,isprohihiledwithout the wrinenpermissionhornA-1Roof Trusses-ArdrnyT.TomED III,P.E. 1 1 Job Truss Truss Type Qty Ply Std PaC/6511 EL D XSPVS6511 DX J7 Jack-Open 32 1 A0070671 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:07 2016 Page 1 I D:W?quLcr?Re?LtLe98RjH4yHM91-CEks3O8TP6UkV4zutjQ_vCnWJxJjAl8Tgflvz2yP W No 6-2-0 6-2-0 3 Dead Load Deft.=1/8 in 4.00 12 0 1 t. v O N N 1.5x4 II 2 1 o' 10 ri• o• 9 4 3x4= 6-2-0 6-2-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.17 4-8 >442 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.29 4-8 >249 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:23 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 5)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss OTHERS 2x4 SP No.3 to bearinglate capable of withstanding 100 I BRACING- p p g b uplift at TOP CHORD joint(s)4 except(jt=lb)3=143,2=229. Structural wood sheathing directly applied or 6-0-0 oc 7)This truss has been designed for a moving purlins. concentrated load of 250.01b live located at all mid ROT CHORD panels and at all panel points along the Bottom Chord,Rigid ceiling directly applied or 10-0-0 oc bracing. nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in LOAD CASE(S) accordance with Stabilizer Installation guide. Standard REACTIONS. (lb/size) 3 = 185/Mechanical 2 = 378/0-8-0 (min.0-1-8) 4 = 79/Mechanical Max Horz 2 = 167(LC 8) Max Uplift 3 = -143(LC 12) 2 = -229(LC 8) 4 = -1(LC 12) Max Grav 3 = 185(LC 1) 2 = 447(LC 21) 4 = 312(LC 23) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)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. Yr'Wn N.,tlun!!le reei[nth'tT INtnCK18rSluirs GENAul TTNdCPI:di1O11fD51OM,j tI7]';rIXYDIi:LDNEt'bra.TctrT deeprvl¢tlmesd read Imesprsi;Irks OupDrngi27ere N rdiurl.Tar'iA,H.tdueme Slat t(ee est.Ddtss dler+ist dSld In fit IDO,sap RJTE4(ut.[mr r:r4S tUl to rsed frt Bx IDD W he eenL 1!a Lns Deslpv hgrze(e.1lrlEDy flpuer;,nt 5:11 n nJ TDD lepre:ems to mnttmu d Ih rnL'ssllecl toa!eEtrirc rtslnsilllay 4r ne IFf!Et<i IFk s!o-J!thus dta ml le de 1DD ulr.eteul!H.IEe d:s gn nnnp:les.11(4.c7 olAnvl!.nitclilry T f ete ll AS T—M"!lr,Ir of IS lSt rt3 rl!IIII dC<Dnel.tle OYte(SFR'1.I fREDell Ir I1l W&De!If!',4nkflthm ll lt;K t2 K.Ith ID(dIu!d rleeWRI Tit me title TDO III II"Wil!llTlli Tnsf.0d ht1I:�.6 f1'1 E,!Psta!Ftiln ul lfl( I1r4 t... Anthony T.Tom6o II-,P.E. I i aJ ! ! ea Ri } ! �!• ! tte EM:e:y Dts S^e ire ft-s':tCa:.i.!!ta'es itl aa;stM IDO 1>r Atlr�rces mf anl!!u!Sdtl!GdS:gCey.stn Sdtrylna•nrnel;tCf:pN:s4l tJ Rl wed SltA uere!d xe9'n gt era :9m( Ilslk ns3etes!(a.IAAiessld!:sd9tln!Desiper,i:¢ssO<sip Ta}netrmrirt!s Yauil^e:eyxies; �80083 F'EF.A14E dElilEdl OTIb'taB e[d 1)In6 wflhl I d wt[S P.ittL rtt Tfi!i.Ei'JT It[f!r tOT CR IAfa"FS]H,11 T'1!ST 4451 St.Lucie Blvd. r F rJ ! c3 )• a is'tat(rneertorlydd:,a.ul(y,Ws>dtosntmdrl:ceuoi!!I. Fort Pierce,FL 34946 Copydight02O16AAliod Trusts-Anthony 1.Tomho111,P.I.Reprodudion of ibis doromeni,in any fam is probibhed witherti the written pronission front A-]Rcoffrasses-Anthony I.Tomb III,P.E. Job Truss Truss Type Qty Job Refere tional Ply Std Pac/65 nce11 EL D A0070672 XSPVS6511 DX HA Jack-Open 1 1 o Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:07 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-CEks3O8TP6UkV4zutjQ_vCnVpxH NA18Tgflvz2yPW No 6-2-0 6-2-0 2 4.00 12 Dead Load Dell.=1/8 in I 0 1 !� 4 O (V N 1 d 8 7 3 3x4= 6-2-0 6-2-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc); I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.17 3-6 >442 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.30 3-6 >241 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:19 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 4) This truss has been designed for a live load of BOT BRACING-RD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Structural wood sheathing directly applied or 6-0-0 oc St St r 5)Refer 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 plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)1=107,2=146. MiTek recommends that Stabilizers and required 7)This truss has been designed for a moving cross bracing be installed during truss erection,in concentrated load of 250.01b live located at all mid accordance with Stabilizer Installation ouide. panels and at all panel points along the Bottom Chord, REACTIONS. (lb/size) nonconcurrent with any other live loads. i 1 = 275/0-8-0 (min.0-1-8) 2 = 191/Mechanical LOAD CASE(S) 3 = 84/Mechanical Standard Max Horz 1 = 126(LC 8) Max Uplift 1 = -107(LC 8) 2 = -146(LC 8) 3 = -4(LC 8) Max Grav 1 = 403(LC 21) 2 = 191(LC 1) 3 = 314(LC 23) FORCES. (Ib) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 1-7=-260/213 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 6e:dq•tlnserivalpdr rliertae'b11DQ;fILS56{'iELLEY'r GTrEitE rEU68 CfE6TDD9f(DS1DY,j LL1E1'i rC[rDL'3D6dEM'Iaa:TnQt ildp Totndrn cad ra^deafes nfsslins Desk 9n+iag{T[i;l i!k Lriufl.Isafa 0�,LL Idereue cice!4aT ns.Dd:ss etkv+ise tldd Icrie TOD,a'p NEhiutremrp'fes 3sili:<r>edfirttx i)Dlale laliL H eTrns Desire 1.0au{L.5!e:i1Rj 6Tlee;:l±cal nmrTDD repre:em it Em,w dal p9miietel ertuvili ImItioluat':D;14 Mini!04 vSpebm dellaed It lh TDD adr.Wu RA iEt teqannapias.brSaT Ellt:ml:,smaturr Anthony T.Tomba Ill,P.E. r�lsed+slzss4tlq ldlduisl4 respew'altl.dRe Dytrr.tle Daaeisrfari:Edy+.d lrthld!Ltp Des lre,mCe nehddl4lC,r5a lt:>,dtle bed la(rl nlE elR.l.lle grn!Ptltle TDD bad 11!lltldlltl!!9E TIISf.4�16tr 1..dib'}S'e'IrE 1r5!e.Iai11I YC 41f3]SSIDh Y.1 tt!pSiSs:h tE z80083 ' t!llaeagDtf;:e![a rf4'tni!.el'.n!es Selabl3rillDD/il l4 pfmlfl50lg�ddnesdlle tnlFq(xr aed Sdtry hbatat r(v;pH:s4f 51mea11NA rtenly xelrx grendgt:dttn_1t41 Eeites4arespE^xl:inesald:'.esdfalnsDe:iper,l:ns ks;,ugen®lTrtssNndt^e:er,sxiu 4451 St.Lucie Blvd. 'Au.ite ddiml1Ta le9.,rdtferl sm.f—uffq lldl pan,bad,,i DO—trtaiarajerel is dClhe ladag iecigaef,mT't.s STOTbr-fe'.or Win ill f�+y.N=q kas in as!loud la MI. Fort Pierce,FL 34946 (oPlnighiD2016A-1 goof husses-AnlbnyT.Tambo III,p.f.Reproduction alibis document,in any form,is probibhed without the written permission from A-]RoofItusses-ActhonyT.Tombo Ill,F.F. I� I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX MV2 Valley 4 1 A0070674 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:27:08 2016 Page 1 I D:W?qu Lcr?Re?LfzLe98RjH4yHM91-gRI EHk96AQcb6EY5RQxDRPJpBLoZvCOd3J2SWUyPW Nn 2-0-0 2-0-0 4.00 F12 2 1 T B1 a 0 3 2x4 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:5 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Bearing at joint(s)2 considers parallel to grain value B CHORD 2x4 SP No.2 using ANSI/TPI 1 angle to grain formula. Building BRACING-TOP CHORD designer should verify capacity of bearing surface.Structural wood sheathing directly applied or 2-0-0 oc 7)Provide mechanical connection(by others)of truss puriins. to bearing plate capable of withstanding 100 lb uplift at • BOT CHORD joint(s)1,2. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 48/1-11-4 (min.0-1-8) 2 = 37/1-11-4 (min.0-1-8) 3 = 11/1-11-4 (min.0-1-8) Max Horz 1 = 23(LC 8) Max Uplift 1 = -18(LC 8) 2 = -32(LC 8) Max Grav 1 = 48(LC 1) 2 = 37(LC 1) 3 = 21(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live,loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. irm-q•rm,IiatatA!}:etlt.fit*A'ICOHIUSS[S1 off,p[OLH StcNI AS USUM;"rU:ii".:Kt7•N1r0'sU:51'3ra.rn;hi?;:apseme;ns n4ia!veies se Air rrns D<:17+frtsiel�Dgiea!5!ie;ka:!tr[s.)af'.r;.id!ree!S1e!t{eleie es!.9ct!s e_'{e.is!s!Erice"!r g.!da AIITelletxfa ria sf{e7{ ,kkr2e ih:!e At ICII,ISl IRSS etlAraf41!lfi12,SAefYh E:S 9an IAC!t4'iU&Ir.'gle¢Riq:iUl:i!rf�4A"lr�t!{.FCO.fE)fl!N4,gllSrfOil�:hlt1:NE;iIjA BI t2!SWtli ll::i�:+i.^,lCp�2i:}rely,t4+t(IIFI,[{:I:SIS465SG2)SA153)'IOt x:ltf!;9F.+:!:Cih X1th0.'I T.Tombo 11I P.E. neeesedlYtimtl!ra76-: i:ikTe.psa-!';gd6e gre!!,Ge OYt<.ssedtie+ay!te�!tzleel4 .:;,nrae;rr!rsd lr{SeRCa+".tle!al riilsul5�s mdRtl.r{!o/Pool a'rtel:75e+oes hel+a;eE:ds T�ss,in`i<+AW6lier shit{!.ksi'cM1re¢!k!ciap s4511 fz Pe resp+ssnih7a yF80083 e n!t.ill er Psilues eai:ema:Isr.IiI.ns of14.-.h vet@tf"oxt-ip.!.me.61,!At:!(taymdSe:f,rf'MsaaSY.i:;Fit?vitk;Fleti SKI tre mWeen!(u I--+also'.III 4!rssliea;/tae3it aoi!4ceso17!Nis Pt;'pt,'Ltss Gen!a[y�eets xa!'nn NunitGmer,m;ess ' 'Anf iC E!Mtl1?e[i+a+:I aPtelqulF n€cea Fr i'rEfiR a.IheL iAtrlvyS Dtsip[eS Re!:IC.Gi htE 72iy besige!,e!?mss 1yslem Er!acdn!tui[�ey A7 aiilati.N lt;alct es dehtxf ie iFN. 4451 St.Lucie Blvd. (opyrighlV2016A-1 Roof Susses-Anthony T.Taisho III,P.E.Rep!ada uoiooflhisdommenl,inanyfoon,isprohibitedwilhoutlheetfitleapermissionlmm Ad loaf Susses-AnthonyT.Toasba111,P.E. fort Pierce,FL 34946 Job Truss Truss Type Qty FY �Std Pac/6511 EL D XSPVS6511 DX MV3 Valley 1 � A0070675 Job Reference j tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.620 s Apr 30 2015 Print:8.020 s Aug 31 2016 MiTek industries,Inc. Wed Oct 26 15:27:08 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-gRIEHk96AQcb6EY5RQxDRPJnjLo8vCOd3J2SWUyPW Nn 3-0-0 — 3-0-0 4.00 12 1 2 1.5x4 T W1 I S Q 0 3: 2x4% 1.5x4 11 I' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc)I I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014(fP12007 Matrix-P Weight:8 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss WEBS 2x4 SP No.3 to bearing plate capable of withstanding 100 lb uplift at BRACING- joint(s)1,3. TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc LOAD CASE(S) purlins, except end verticals. Standard BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 86/2-11-4 (min.0-1-8) 3 = 86/2-11-4 (min.0-1-8) Max Horz 1 = 40(LC 8) Max Uplift 1 = -33(LC 8) 3 = -47(LC 8) Max Grav 1 = 86(LC 1) 3 = 86(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; 1 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf 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. wit"i-Pe,st tswsgsq inrt.th'A;rGJf 110iSB{S`t!'1;E:MCtt!1EtkS E UND4'7rs tkYrCY;Wsrl"LlrtOilEP:Skitr'erw.Terri.ies'prstsepis n!eniu4s tf mi arcs 6e14t fnt.iel{,d0esd 5±ec:ln:T.1.5t m.r1.ld n a sinf l iat r 1.Cter k5esise sR4Ca�±19Rsd! Mtt,tmekrTisfes sks.4le.FdiaMID:hkTPA Assinn'4rp®lanrts sltf*�r.ew),Re nduepWtryumasmoutrrn:o!G1 rdesstaa ta(h eta.T nslus= hhi h±�silydro±utii,'msi:l as lid nh,nea!PLi,rs.iny'-nicsy"mn; arse:us.te"cm Anthony T.TOm1:0IIE,P.E. stic'Ous17 ss ltl,ry rR.+N,±k ru�a'r-:"ftlrn Cwsr.,ht Ostn'sttfitsdtgaalerz'a+e3 tk^_;^.n,a Gf iratwp@t flL@t RC ads.e l±ul7rl'ling;tM mlTill.itsgptwidkel rnlasfiel6.s±FMTtns;w4a)4Aflur,sh��t cs disalbny aril T±P±re:p±si607d 180083 6,twNejrnsiiteroi[flltna.idxfttsatda9fRv"at:eptmnt±lr„{2:esdRLE'lreCasjAnlsF.tf Wtef,...:w(TC-iG,raiskd 1.in td slG ct ot'Ntm!`d:ruxd pitIXt l4Fl d�+uts btsF;ysumr�naltCnsdSe(!t<.1(Fupa,itnsru+y 6Smea ai?M±Nsssittrti,b'::±f 4451 St.Lucie Blvd. @ ;ti aiht(t hedtp:N peon- kr iptin t,nti,d%Tissf Ung N xe is 49T fi,Miar desip,e:`tnssrsreargKadal t±61-LttfitSul k;as atts emit'M 1. Fort Pierce,FL 34946 (e si btV 2016A-1RoofTrusses� Tombetll,P,E,Ae rfduaiondt!isdommenyinaniotm,is prohibited ermission[tamAdFoolTrusses-AntEan T!Taabo116P.E. PY 9 AnthonyY P- Y F F Y, I I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX MV4 Valley 4 1 A0070676 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@ai Wss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:27:09 2016•Page 1 I D:W?qu Lcr?Re?LfzLe98RjH4yH M91-9dreU39kxjkSkO7H?8SS_dsvRl7TefemHzn?2wyPWNm 4-0-0 4-0-0 4.00 12 2 1.5x4 T -E W1 1 ; d i / B1 o w 3 2x4 5�. 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:12 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at WEBS 2x4 SP No.3 joint(s)s BRACING- ( )1,3. TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc LOAD CASE(S) purlins, except end verticals. BOT CHORD Standard Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 131/3-11-4 (min.0-1-8) 3 = 131/3-11-4 (min.0-1-8) Max Horz 1 = 61(LC 8) Max Uplift 1 = -51(LC 8) 3 = -72(LC 8) Max Grav 1 = 131(LC 1) 3 = 131(LC 1) FORCES. (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;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. t'iraa?-P,nu lamaya'4:tat•th-A.,Inniussrsi SY:EI:_mbi lags t ECXO=.T16bi(PSiCN(tU!EI;,:,RiJi1[DSY.E5r t:!e.ttfi etf:(a fnaetus ied ie!d ores es skis'ms Dryv L**t.iep�DDim1!5!&ibnr T.T}a3e rvi..t�rtil•.Ssttl Ith:e n!.Dzeu i�.ist s7xta!4 TDD,}aly ttl'E11(t!kfibl titles ttt:lllt:Mftt3:IGa}&it l6it.If afnssvEsi63 Eid1lt((IR..SIt[S'1 E9j'ltH1,At! tEliy TDg lt9"fiTnlWYlfrRl4`0.1 eY llhii3NTfD1i9!tlird tlsyGBS S:IJib,6,Imp tl r5!!IidI311i:f tlflt!le,x!T3D{tlt,Mtif lP(I.Tt!dasldi pt%£j3t05;wq.!aaEs;!R!ib=1n ¢r4tsl sI W;I'm1. y111,-0)3't?(isfm5lll!t1fAt Pi"6,Nt:ISit6[1lldlpt it rE.��Ktp 11-._ ,haf"uC}Y(iIt}lit_lll li:u?5t lnal lll3fing st!}aaliPl 1.i3e typ}(il s':rl:hiu'm}frclt tE i�E Tri15;6Ic Lp ST.tliSr.11T[)t:F�E'ItE Ua�'M�j iStII S!AS}t!pJi51ti1=}t� kithony T.Tombo Ill,P.E. ' AIIrlldiisP!SidltiLll.itEA:IRf.All UtsulW.'-s!Rft.9Ilirt{e^.t!lltt 4)kfSe-'If sma{331iySisediyTflW SKI anitttttirtlb!j-lp...M-1de.1,r!}iir.f'd'uiWtdnas.1NT!.SsUs, ,N.fvpEldQt. IT1a1SS1:15{idTtf.lg:tif „80083 tl!orne ddaeily{lahxl rued{Pn rs urlwkp a p,tin md!d.4t Las 4451 Pt:igt Fat!!s:ii e6i f t I�Idod Pri;ktt,r!Tm;S!slea Etrs!i..rit.1 ltiitieg,Li mpilllitld Il;a!at n tthett it lftl. St.Lucie Blvd. • Fo:Pierce,FL 34946 (opyrighl C 2016 A4 Reul ifosses-AolbnyL Tomho 111,P.E.Repsoduoion of Ibis doomtol,ir,any lo}m,is plohibittd withort The widen permissiu(ro-Ad Gaol imses-AntAooy L Tembo 61,P.E. Job Truss Truss Type QtY PIY �Std F.06511 EL D A0070677 XgPVS651 i DX MV5 Valley 1 1 Job Reference('P-tional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.620 s Apr 30 2015 Print:8.020 s Aug 31 2016 MiTek Ifidustries,Inc. Wed Oct 26 15:27:09 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-9drc 39kxjkSkO7H?8SS-dsrt[66efemHzn?2wyPWNm 5-0-0 5-0-0 1.5x4 11 4.00 1-2 2 T .......... W, -------------- B1 --------------- C� 6 3 2x4� 1.5x4 11 LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.62 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:15 lb FT=0% LUMBER- TOP CHORD 2x4 SIP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at WEBS 2x4 SP No.3 joint(s)1,3. BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc LOAD CASE(S) pudins, except end verticals. Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 176/4-11-4 (min.0-1-8) 3 = 176/4-11-4 (min.0-1-8) Max Horz 1 = 82(LC 8) Max Uplift 1 = -69(LC 8) 3 = -96(LC 8) Max Grav I = 176(LC 1) 3 = 176(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1 64/273 NOTES- 1)Wind:ASCE 7-10;Vult--170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8,MWFRS for reactions shown;Lumber DOL=11.25 plate grip DOL=1.25 2)Plates.checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10'0 psf bottom chord live load nonconcurrenlLwith.any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the.bottom chord in all areas where a rectangle 3-6-0 fall by 2-670 wide-will'fit between the bottom chord and any other members. dftfN V h is"at halt} s-P ngimuji 1, ud non.1 Wapws Wt:[tpa;ii "m:ta npwq wpi:sI.Iyft,rh MIPA m.VoIl,Ims hy "W RI 1,nt-lurl ts-r-,kdis; tt.".. Anthony T.Tombo III,P.E. W.1'slIns upli�",It AN kw.,fim 4,o ". ami qatvt- It N lw*r 0 N Xth,V.0,babal,Iq Tots DDITIP14.N qfnul A-,Irk.4.1 hAi.stol 1%J-,W"h.&J,Asqn os�.cd�i-;ful ks"w-H-1 V 80 083 WN rm-i lot!tg atiAeCA T9cFi11cStef ialttitk3irsn I,ftllrlP}edst(lat 6-e Pit-F1 I ie-ls,wpof..iln,el k.A N Nis Ns-.p.j-t!M fip.W7.11 4451 St.Lucie Blvd, ohm d'"t.d6j'A'31ftlild Iris at Is ithm 41111. 70a I a For-Pierce,FL 344416 (opylight V 2816A-1 Roof losses-AgIlronyl.lombe 111,1`1 RettioduliDa of this dament,in any icuo,is pichibilts!without the wii'ven peunission Irans A I&M hones-Anthony 1.To.bo III,P.E. I I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS651 1 DX MV6 Valley 3 1 A0070678 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26—15:27:10 2016 Page I ID:W?quLcr?Re?LfzLe98RjH4yHM91-dpP_:iPAMiisJMYiTYrzhWqPwo9PXN5uwWdXZaNyPWNI 6-0-0 6-0-0 1.5x4 11 2 4.00 F1-2 T ci T-1, ci .......... ............ ............. 131 Li 3 2x4� 1.5x4 11 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:19 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss WEBS 2x4 SP No.3 to bearing plate capable of withstanding 100 lb uplift at BRACING- joint(s)1 except(jt=lb)3=1 21. TOP CHORD Structural wood sheathing directly applied, except end verticals. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 221/5-11-4 (min.0-1-8) 3 = 221/5-11-4 (min.0-1-8) Max Horz 1 = 103(LC 8) Max Uplift 1 = -86(LC 8) 3 = -121(LC 8) Max Grav 1 = 221(LC 1) 3 = 221(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-203/335 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20-6psf 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. Anthorry T.Tombo III,P.E. not M'At''00 -'M'"gat FWs uipn'.-ftliQq Cupid sr'kri Iff—(U41o'W'd 4,111 rj SKI—4—"b!I—e J�ii—PIP10-11" 80083 r W10j,1:'qM4t4 I'm!.,Is triad 14 Th,1. 4451 St.Lu-ie Blvd. • Fo2 Pierce,FL 34946 2016A-1 RWNSSts-Anthany r.Tombe 111,P.E.Repoda6"of INS dofasntal,in any 10m,is pchibittd wdoul the w,:Nen peimi5sion frem A I hal Trusses-Anlh.Ay T.jo.bo ffi,P.I. Job r Truss Truss Type Oty Ply Std Pac/6511 EL D A0070679 XSPVS6511 DX MV8 GABLE 3 11 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Ihdustries,Inc. Wed Oct 26 15:27:10 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-dpP_iPAMi 1 sJMYiTYrzhWgP4S9SHN2cwWdXZaNyPW NI 8-0-0 8-0-0 1.5x4 I I 3 4.00 12 1.5x4 II T 2 fW ST4 a 6 5 4 2x4 1.5x4 11 1.5x4 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:27 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live WEBS 2x4 SP No.3 loads. OTHERS 2x4 SP No.3 5)*This truss has been designed for a live load of BRACING- 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 6-0-0 oc bottom chord and any other members. I. purlins, except end verticals. 6)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 100 lb uplift at Rigid ceiling directly applied or 10-0-0 oc bracing. joint(s)1,4 except Ot=lb)5=214. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) Standard REACTIONS. (lb/size) 1 = 92/8-0-0 (min.0-1-8) 4 = 137/8-0-0 (min.0-1-8) 5 = 393/8-0-0 (min.0-1-8) Max Horz 1 = 144(LC 8) Max Uplift 1 = -2(LC 8) 4 = -75(LC 8) 5 = -214(LC 8) Max Grav 1 = 92(LC 1) 4 = 137(LC 1) 5 = 393(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-258/111 WEBS 2-5=-344/552 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.0psf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;,MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1:25 2)Plates checked for plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. NflA�-PilP3t2TiitP3k Piil;Y�C E Elgr IEDDSr1P(Yi:E j,:iE:P.S(i:l�S>E:QDD1r1JKf i�>1Dit Pr1DiE�EriEDk1rD�DD?fr[iM.itlD;'tt4''p PYi34:,t36Lt3Y3d vBitf k idii�Aii rk31;1 GII*'i1$j DDfAd�tiKT1(i.ii:S1 P_F+rtaatRta��p13 Stlat W.d2•3 F'.�£.'WS411.t{EB idt iD.i81i �rlPd(:f3{:St Plflls i�DEP i3idM19'iEDhdP)s:it lSii'E E'E9SlzitiS(12;pPfS'R 32P.3:±11.IEt Stk'ifitij i.'DI£}23PSiat34/Itit.A'fitEF}t3�PY3f1jitttf^ltSp459fi'!t3!:+1Ri3ja 01.'8i 513;1i iR33 d'.Plntttl^.'27:9 ttlt,➢aA 1Pl-1 TYESigi FSSF.j`22S EF9lID;:6t,".'¢EI,i 3aM1 Anthony T.TomGo PIt,P.E. ult:titF.i3 i�ss I33 Qi Era3 isle rispsasr.rtlRtC.a:,htC.to'salE¢ad>a<ataSrEn.e�<.'t+r,iv tit uCu'c`tltitC:@sR;at�t ietl>z 19a3 Peh e+d tHA.TP>iPPPsil>!i!i'�ndicliild ralkt ints,odT!xstt;.slu[�t.as:a'Eya adEt3nE iEsC>t A!;itpxi!ttid 80083 ev 4ridul t:si}ttr adttenaai.-tR iei aAa7!TGDt!tuePsecaes tedactrcts tE3EsE' !gttstueu SdEtr lrtkrca:m T4C�pi;:ii!dltilttet SltE ut te;aemd rr.lurvl E.iderce.1Pit lduvs Mets,Psunil:::tsmsl.7ntt!ui.s!sCx;.w,,.u,h+u[es+pCeliRsu ad iross SiraE<stra,w'.iss 4451 St.Lucie Blvd. ".if'e.d [tartyW."Nt3 FOtt Pierce,'L 34946 (opyiigbi02016A-1Rtel Trusses-Anthony i.Tombo III,P.E hinsdulinnof ibis dDsumoot:in Env faro,isprohibitedwittoullktniittenpeimimioe hem A-1 knell Trusses-AmanyT.Tomho Ili,P.F. I I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS651 I DX MV10 Valley 2 1 A0070673 Job Reference(optional) •Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:112016 Page I ID:W?quLcr?Re?LfzLe98RjH4yHM91-5?zMvIB—TL-9—iHg6ZVw32x83Ylv6Us3lHG66pyPWNk 10-0-0 10-0-0 1.5x4 11 3 4.00 F-12 1.5x4 -- wil 2 .......... STi U 2x4 5 4 1.5x4 11 1.5x4 11 I LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:34 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom WE 2x4 SP No.3 chord live load nonconcurrent with any other live OTHERS 2x4 SIP No.3 loads. BRACING- 5)*This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the purlins, except end verticals. bottom chord and any other members. BOT CHORD 6)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 100 lb uplift at MiTek recommends that Stabilizers and required joint(s)except Ot--lb)4=1 16,5=297. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 1 = 43/9-11-4 (min.0-1-8) 4 = 214/9-11-4 (min.0-1-8) 5 = 545/9-11-4 (min.0-1-8) Max Horz 1 = 185(LC 8) Max Uplift 4 = -116(LC 8) 5 = -297(LC 8) Max Grav I = 43(LC 1) 4 = 214(LC 1) 5 = 545(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-345/147,3-4=-1 80/282 WEBS 2-5=-459/71 9 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf,- h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2),zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOLi--1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. Wv 1-4-Pwmt Do. Am linss'saar gNlul Ims&toguiTiom Arithorty T.Tombo 111,P.E. 'w'it 6,rw-'r 0.tit 11['111 V.114!..I PrIl.;id-WK 4451 St.Lurie Blvd. For:Pierce,FL 34946 (opyrighl 0 2916 Al Roof Trusses ArAimyr3wholILP1.Rep,odultiOCCflhiSdOMMtDtiDDgyfC;M,:SPIDhibitEdw;lbouliNwi:on ptimissloo from A-1 Roof Tiones Aflilmoyt Tombo W,P.E. Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0070680 XSPVS6511 DX RG01 Flat Girder 1 r Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:59:39 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-6pkCtDp_gOf?IuN 1 arN3L5d9nofPXXxohL9CVvyPVvl 4-2-3 7-9-0 11-641 15-3-0 I, 18-9-13 22-M 23 n 0 3-6-13 3-9-0 3-9-0 3-6-13 3-5-11 i I 4x6= 4x6= 5 6— 1.5x4 II 4xl2= 1.5x4 11 3x4= 4x12= 1.5x4 11 kx6J 2 3 4 5 6 7 o L --VV2W4 W4 1 no v LLII� a 16 29 15 30 14 3113 12 32 11 33 10 34 9 5x6= 3x8 2x4 11 3x4= 3x8 2x4 11 3x8= 5x6= 23-0-0 - 4-2-3 7-9-0 11-6-0 15-3-0 18-9-13 22-6-8 22 10 2 0-1 4-0-15 3--13 3-9-0 3-9-0 3-6-13 3-8-11 0-1-4 Plate Offsets(X Y)— [1-0-3-0 0-2-12] [1.0-2-8 0-2-0] [8:0-3-0 0-2-12] [8:0-2-8 0-2-0] [9:0-3-0 0-3-0] 116.0-3-010-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.02 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.04 11-12I >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) -0.01 91 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:334 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 10)Hanger(s)or other connection device(s)shall be BOT CHORD 2x4 SP No.2 WEBS provided sufficient to support concentrated load(s)804 WEBS 2x4 SP No.3*Except* 1-15=-699/948,2-15=-721/686, W4:2x8 SP No.2,W1:2x6 SP No.2 3-15=-1396/1799,3-14=-2057/1512, lb down and 833 lb up at nand 234 lb down and 489 OTHERS 2x6 SP No.2 3-12=-1174/2176,4-12=-983/752, lb up at O15-8,151 lb down and 10- lb up lb own a, 176 lb down and 241 lb up at 2-10-8,489 lb down and BRACING- 6-12=-1171/2159,6-11=-2025/1508, 419 lb up at 4-10-8,424 lb down and 328 lb up at TOP CHORD 6-10=-1381/1715,7-10=-705/678, 6-10-8,424 lb down and 328 lb up at 8-10 8,424 lb Structural wood sheathing directly applied or 6-0-0 oc 8-10=-685/887 down andl 328 lb up at 10-10-8,424 lb down and 328 puriins, except end verticals. BOT CHORD NOTES- lb up at 11-11-0,424 lb down and 328 lb up at Rigid ceiling direct) applied or 6-0-0 oc bracing. 1 3-ply truss to be connected together with 10d down a,424 lb down and 328 I, 7 at down 0,489 lb 9 9 y pp g' ) p y 9 down and419 lb up at 17-11-0,1761b down and 241 (0.131"x3")nails as follows: lb up at 19 11-0,144 lb down and 236 lb up at REACTIONS.All bearings 0-3-8. Top chords connected as follows:2x6-2 rows (lb)-Max Uplift staggered at 0-9-0 oc,2x4-1 row at 0-4-0 oc. 21-11-0,and 466 lb down and 461 lb up at 22-6 8, All uplift 100 lb or less at joint(s) Bottom chords connected as follows:2x4-1 row at and 799 1•b down and 835 lb up at 22-6-8 on top except 16=-1732(LC 4),14=-1561(LC 4), 0-9-0 oc. chord. The design/selection of such connection devices)is the responsibility of others. 11=-1556(LC 4),9=-1692(LC 4) Webs connected as follows:2x4-1 row at 0-9-0 oc, Max Grav 2x8-2 rows staggered at 0-9-0 oc. All reactions 250 lb or less at joint(s) 2)All loads are considered equally applied to all plies, LOAD CASES) except 16=1779(LC 1),14=2335(LC 23), except if noted as front(F)or back(B)face in the Standard 11=2301(LC 25),9=1745(LC 27) LOAD CASE(S)section.Ply to ply connections have 1)Dead+Roof Live(balanced):Lumber Increase=1.25 been provided to distribute only loads noted as(F)or Plate Increase=1.25 FORCES. (lb) (B),unless otherwise indicated. Max.Comp./Max.Ten.-All forces 250(lb)or less except 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) Uniform Loads(Alf) when shown. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Vert:1 8=-70,9-16=-20 TOP CHORD h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS Concentrated Loads(lb) Vert:17-1176(F=-371)8=-1164(F=-365)17=-151(F) 1-16=-1713/1723,1-17=-978/806, (envelope);cantilever left and right exposed;Lumber 18=-176(F)19=-375(F)20=-320(F)21=-320(F) 17-18=-978/806,2-18=-978/806, DOL=1.25 plate grip DOL=1.25 22=-320(F)23=-320(F)24=-320(F)25=-320(F) 2-19=-978/806,19-20=-978/806, 4)Provide adequate drainage to prevent water 26=-375(F)27=-176(F)28=-144(F) 3-20=-978/806,3-21=-1347/598, ponding. 21-22=-1347/598,4-22=-1347/598, 5)Plates checked for a plus or minus 0 degree 4-23=-1347/598,5-23=-1347/598, rotation about its center. 5-24=-1347/598,6-24=-1347/598, 6)This truss has been designed for a 10.0 psf bottom 6-25=-942/795,25-26=-942/795, chord live load nonconcurrent with any other live 7-26=-942/795,7-27=-942/795, loads. 27-28=-942/795,8-28=-942/795, 7)«This truss has been designed for a live load of 8-9=-1668/1683 20.Opsf on the bottom chord in all areas where a BOT CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 15-30=-750/534,14-30=-7501534, bottom chord and any other members. 14-31=-750/534,13-31=-750/534, 8)Provide mechanical connection(by others)of t ss 12-13=-750/534,1 2-3 2=-7 3415 30, to bearing plate capable of withstanding 1732 lb uplift 11-32=-734/530,11-33=-734/530, at joint 16,1561 Ib uplift at joint 14,1556 lb uplift at 10-33=-734/530 joint 11 and 1692 lb uplift at joint 9. WEBS 9)This truss has been designed for a moving 1-15=-699/948,2-15=-721/686, concentrated load of 250.01b live located at all mid 3-15=-1396/1799,3-14=-2057/1512, panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. zt '&reier-1lnu tkuetrNrrelie•+ifie'Al 100T OFiS8tiE0ECl EEfi92:TIM&C0k0if10zSfiSTOk,j X17;!.(etlGPi�aTNEM�Iwc.Tertlr leap imnelen e>d rKd WI!i ufai;Tiess Des�v 0snviaytif jard IEe ledayl.TssE!ri;1.E teleexr Slit aras st.0d:ss!tkerise s1Ar1 rtth!10D,s'p IOie'snaavtyces eil:eaudfarOx iDDta SeerliL lsefrns Desga E!QrxN{I!.SpeMr 6g.e!Tba iln neyTDD represansrerav,+=dit,poi?SSIBEaI lrt':!Ffi[I!Spnflllle(`a'it,d!s'we.It,gQ'T"'.kpin!wit ADD a dr.etderi?N T6 4 msnpne..halJttm.s'"Milm? Anthony T.Tombo IIi,P.E. ruse etnls E'a;sS:mrnlirtrtlie respxsikililydr;e9«a:cfEF O«xiss.:a�a!!sKaf esk tale eP s'1!eymlGesxhtldlle lC,Se"a ltl la slta'l;nde radrrl.le qg aa'sl rye i00 osl nyAeld ne rfhl Tnss.W aRl:-a.n:eSe iuMeOrewltnctg s4ilxn rt.prafd:9rat 80083 hl th GlJtfe!ve(srr'ft.A].r s.sfxat'ar.IDDasi lx rr�aassal;'I Oe sd A:WAnI irAwS&IM-fies BCS fpllsM?E71Ef W S111 eiexel—ttIf"pen �al F.1 Etetirese:en!pmM:hisreJW,s.,tel.'s Butter,T:ess)e,p 6pxer M.s e,u 9WIlc! ess 4451 St.Lucie Blvd. r2eriseddiasdEpcDztra9oprrdepaiarrifiglydlyM,:sia!ti!eilei¢ssC!,ia.sjmurr,l0T.t6a.di3Ce,lgaer,!!T�uSps:aiyie!ttdofE-Asi.Rllr7.„Te2ar.,—de.ndIt1111. Fort Pierce,FL 34946 C0ptlighlED2016A-lfn0t1russes-AmlonyT.TomhoIII,P.E.Reproduction of this dornmeir,in amylorm,is pichibiled without[be wriffen permission hem A-1 Roof Trusses-Aahonsrt Tomlin 111,P1 I I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX RG02 Flat Girder 2 3 A0070681 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:13 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-1057KRCE?yEtD?R2EzXO8TOc3MTgaS2MCbIDBiyPW N i 0-6 4 5-3-0 0-6� 5-3-0 1 x6= 3x3 11 2 6 7 3 T1 Ci W1 W3 W2 1 131 J 5 2x4 11 8 4 48"- -0-6-4 5-3-0 0-6-4 5-3-0 Plate Offsets(X,Y)- [4:0-3-4,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.02 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.03 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:80 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 2x8 SP SP 'Except'No.2,W2:2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; W3: WEBS 2x6 h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS BRACING- (envelope);cantilever left and right exposed;Lumber TOP CHORD DOL=1.25 plate grip DOL=1.25 Structural wood sheathing directly applied or 5-3-0 oc 4)Provide adequate drainage to prevent water purlins, except end verticals. ponding. BOT CHORD 5)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 10-0-0 oc bracing. rotation about its center. 6)This truss has been designed for a 10.0 psf bottom REACTIONS. (lb/size) chord live load nonconcurrent with any other live 1 = 830/0-4-12 (min.0-1-8) loads. 4 = 613/Mechanical 7) This truss has been designed for a live load of Max Uplift 20.Opsf on the bottom chord in all areas where a 1 = -826(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 4 = -530(LC 4) bottom chord and any other members. Max Grav 8)Refer to girder(s)for truss to truss connections. 1 = 830(LC 1) 9)Provide mechanical connection(by others)of truss 4 = 613(LC 1) to bearing plate capable of withstanding 826 lb uplift at joint 1 and 530 lb uplift at joint 4. FORCES. (ib) 10)This truss has been designed for a moving Max.Comp./Max.Ten.-All forces 250(lb)or less except concentrated load of 250.01b live located at all mid when shown. panels and at all panel points along the Bottom Chord, TOP CHORD nonconcurrent with any other live loads. 2-5=0/296,3-4=-498/489 11)Hanger(s)or other connection device(s)shall be BOT CHORD provided sufficient to support concentrated load(s)464 5-8=-460/517,4-8=-460/517 lb down and 462 Ito up at -0-3-14,141 lb down and WEBS 237 lb up at 0-4-12,and 176 lb down and 241 lb up at 2-4=-309/292 2-4-12,and 303 Ito down and 367 lb up at 4-4-12 on top chord. The design/selection of such connection NOTES- device(s)is the responsibility of others. 1)3-ply truss to be connected together with 10d (0.131"x3")nails as follows: LOAD CASE(S) Top chords connected as follows:2x6-2 rows Standard staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. ( 1)Dead+Roof Live Plate Increase 1. 25 0-9-0 oc. a(balanced):balanced):Lumber Increase=1.25 Bottom chords connected as follows:2x4-1 row at Uniform Loads(p Webs connected as follows:2x4-1 row at 0-9-O.oc. Vert:1-2=-70,2-3=-70,4-5=-20 2)All loads are.considered equally applied to all plies, Concentrated Loads(lb) except if noted as front(F)or back(B)face in the LOAD Vert:2=-141(B)1=-361(B)6=-176(B)7=-303(B) CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B), unless otherwise indicated. Alt P'tait i�iyei3.{F f-ii lgigJi iIPSSEz{Sr1EEE;.§E9Fthl iitNitiglg?terRS EE)CNrFNEi gEJNEEg6UE i'lieCt ienh tfs'-raas:t.sW,it vIts!!itts Tt s6eeq[:E.t:OPitaiti t.ew-i 1!to li_PE is!.relEe L'NPy yfiBrt vSe.:.:ifSGiitaiit LiSFf9a•`t 1rQ.tBir tg El�teekt gin tit6 Mgt,eihe'yt.ig hEe 9Cit i3tiRi IJi 01 ttElit lyef-NEa7:6. 11t tldlE tEy i'gnP"EiY'S Si PettyhBL`�"ESFEdlES Eta tSylYli:q tyEei-::dsdn �igtn!ie saysy irt•sdtri^timsEl:D eeir•rzaEr fFrl.Ta dsg tt t3rtfai::E3ly 5t:"(K:;,.xM:!ih h. Bsisr.t.1.;inss IV of S.q,<Pre;pc:5- d5,cw, '6,„YEF.snllendtynar'Pd'n;€gDUo,ia#ttaes'!t 1*f[it it,&ts!N lxn aidi U4e1 M L rtt Antony T.Tombo III,P.E. g rgnsEi t'E i)E RF(iP�t PErf r(S-mtt,zg§rtdl g slu:ai,k n'fSFE irESrtBg i§e��t A Y'P.'nid:'fV ' taetge,EyrsagBetesd.atha9u9lantsssiasle'tP_uGdEyndesetegzprsa'><Et.nEBsiEwSehfaiderxnmdS'3gaWt.iryeSE:lcasEdaett4yEBEgy±. 14li>ios7ie,E;tBasar-:.,eaddnesA'B.is,;.E;gBenss9tssyE6yuecBsl.rssSi.ltltCrer,m3tss 9880$3 -s@er:x 9t ttI.I('thtHEpPtd Epau s.Bg Ey B Piz univi Ih ltusD'sip Eet...is 50E It,E"idroy dtesigtet,a 4451 St.Lurie Blvd. seS sitaEE;:tf.,•tfBn ti ltiag.7�;tspdr.d l..a,vPts iit ei iE iN.1. • .(spytig5d��2616 A-E flea!rFnsses-6rghaay t.fsm6c i(t,P,E.6epteduoioa cd this demm!at,in any dvm,is psotib@ed redtaul tke xrittan psrmissiae IreEn Aa font Tmsrc-AnyAany I.Tacba 01,P.F. fort Pierce,FL 34446 Job Truss Truss Type Qty Ply Std Pac/6511 EL D i A0070684 XSPVS6511 DX V4 Valley 5 1 • i Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7,640 s OgtxW4015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:13 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-1057KRCE?yEtD?R2EzXO8TOeH MVOaSdMCbIDBiyPWNi 2-0-0 4-0-0 2-0-0 2-0-0 4.00 F12 2 3 1 T 1 B1 a o o o 2x4 N0 -12 4-0-0 0- - 2 3-11-4 l Plate Offsets(X Y)— f2:0-2-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:9 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 7)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 40 lb uplift at BRACING- joint 1 and 40 lb uplift at joint 3. TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 95/3-10-8 (min.0-1-8) 3 = 95/3-10-8 (min.0-1-8) Max Horz 1 = 8(LC 16) Max Uplift 1 = -40(LC 8) 3 = -40(LC 9) Max Grav 1 = 95(LC 1) 3 = 95(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1,25 3)Plates.checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has-been designed for a 1b.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on.the.bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0.wde will,fit_between the bottom chord and any other members. limas Pisu;tt>xF:;dt Two M14 10£"1D1SRfS-T' reIA1I. SIkrA JYS tD'iiCtt fU.EI '.Yd7alED`sY;hT`.too Fadrt �rxaaeRl"I rat asitstt M"nis Desi;a[asie;;;GDSzall,it i.ia.it L:.P:.1?`trettE SYeeti ixe s� .s c;Ycnsts tdwYt7 D,talr ih'tttcvetb±lld.i Sl➢:I St CSfdfFJn Its telttwid.dF 11!Fii.EiT1 tlJ t'!lE1Lf i;tfA:l L^;smN ht SLG'tE tEj i.GItFRiPBi al a'R1YJtt A'!;tF'tlttittd`HJ;�'1*tl Fj ltSr4Er1dJM!ca ilja t�RE ti3ilE TiF:td:�dtEH?!EI-�Etlt,OktN IPFI,ridS� ni.Fc.:1,f31 Anthony T.Tombo 117,P.E. sadnedons iim Is, 1&•'.Ia;ESA-'.; rtMdktOrwl4eNw's etleratd agttarSr6x,cq a-:�z.n Ge Isere,,t'.Yat K dt MC and kcal to vq W,eat TIP.N';F'ml01 :T:G eat us field.5!dlk�hect�.i;Sadiia;,sin—i; ii tclLuq del It mttmnitil's 0 80083 neI dory Dsep"nl taeh lsi.Ulann id W.5!In.4 t"pm,'W pte.ei dtE sof! ?('t,wmsdof ictersr.:at{;;ST PL'stj I!111 cdStiA ma re€—A F.!J-d pit.,Rol 40—nt;7 sitim"aat d.hnd3!T!tn DE;rcze;,.nu twp lt,puar.9 T.,41ud'e",we: 4451 St.Lucie Blvd. aRtEalsede-Ig0fnha;tow!td tFm4wiixai;e,wh,s iial:td.Tac itns Nsip Etfe;t!is tgi fit ttu;Dssipece�Trni S*deem Er a5det14aaH;.di'ts'italud that ct nidnti it'fl 1. FOF`DlelCO,FL 34946 .topy:igEls 2gl6 A-1 laa(irusses An;hany Liambe lll,P.E.Repiedulian of Ibis detswo,in any farm,is prohibited wth unhe xt4ten permission from A l loaf Losses-Anthony 1.Tutebo Ill,P.E. I I Job Truss Truss Type Qty Ply Std Pa /6511 EL D XSPVS651 1 DX V8 Valley 5 1 A0070685 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:27:14 2016 Page I ID:W?quLcr?Re?LfzLe98RjH4yHM91-VafVXnDsmGMkrgOFnh2dhgZJzmqgJuOVRFVmj8yPWNh 4-0-0 8-0-0 4-M 4-0-0 4x4 4.00 F1—2 2 Ti T1 ST1 ---------- 3 -- ---------, ------------ 6 4 2x4 1.5x4 11 2x4 zz� 0 8-0-0 0-V2 7-11-4 LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:22 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 5)This truss has been designed for a 10.0 psf bottom OTHERS 2x4 SP No.3 chord live load nonconcurrent with any other live BRACING- loads. TOP CHORD 6)*This truss has been designed for a live load of Structural wood sheathing directly applied or 6-0-0 oc 20.Opsf on the bottom chord in all areas where a purlins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. Rigid ceiling directly applied or 10-0-0 oc bracing. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift at MiTek recommends that Stabilizers and required joint 1,75 lb uplift at joint 3 and 86 lb uplift at joint 4. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I LOAD CASE(S) REACTIONS. (lb/size) Standard 1 = 134/7-10-8 (min.0-1-8) 3 = 134/7-10-8 (min.0-1-8) 4 = 283f7-10-8 (min.0-1-8) Max Horz 1 = -24(LC 17) Max Uplift 1 = -72(LC 8) 3 = -75(LC 9) 4 = -86(LC 8) Max Grav 1 = 134(LC 1) 3 = 134(LC 1) 4 = 283(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-211/314 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=2.5ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever loft and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.25 plate.grip DQL=1*25 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. IfIkst Tmi,.O4ppmv5ntl YPtd nits 1,ffis TIa55 kip Ere ci!'Njvd0 ltu'9t T.Ta.),ME we'ta!smi IsIm'st. t Nts"'.p bpwji��5itftl 5�—'Ivud..7 rvi),t),45m -r-Oth"fse'-'nptiq fats ditip of�sails I,.,filetd.'.,Muir,W 11[i.lk!11sils vM:h� Anthony T.Tombo IK,P.E. 80083 Vatplth.km...s i&d i{Tfil. 4451 St.Lde PIA. • Fort Pierce,FL 34946 (appiolil C 2016A-1 Real Itasses Ar.thonyL Tanabe III,P'E Repodurtite al[his dewmtiil.in ofly lalaijs prahibited-4-houl 1h6-ffen pvtaissian lienik I Real Trusses-ApihoryL Toraba III,P.E. Job Truss Truss Type QtY Ply Std Pac/6511 EL D XSPVS6511 DX V12 Valley 4J A0070682 Job Reference o tional Al Roof Trusses,Fart Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 3120,16 MiTek Industries,Inc. Wed Oct 26 15:27:14 2016 Page 1 I D:W?qu Lcr?Re?LfzLe98RjH4yHM91-VafVXnDsmGMkr90 Fnh2dhgZjgmlGJtBVRFVmi8yPW Nh 6-0-0 12-0-0 -- 6-0-0 6-0'0 4x4= 4.00 12 2 d T1- _Ti_ ST1 I N / i.. .- 1 I 3 v ?d, b pp r O 3x4% 4 3x4 1.5x4 II 0— 12 12—M 0— —12 11-11-4 1 .1 Plate Offsets(X Y)— [2:0-2-0 0-2-8) 1 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 0.49 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight:36 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live OTHERS 2x4 SP No.3 loads. BRACING- 6)'This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc p rectangle 3-6-0 tall by 2-0-0 wide will fit between the T bottom chord and any other members. ROOT CHORD ft Rigid ceiling directly applied or 10-0-0 oc bracing. 7)Provide mechanical connection(by others)o Iss to bearing plate capable of withstanding 97 lb upliftsat MiTek recommends that Stabilizers and required joint 1,102 lb uplift at joint 3 and 186 lb uplift at joint 4. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 1 = 193/11-10-8 (min.0-1-8) 3 = 193/11-10-8 (min.0-1-8) 4 = 525/11-10-8 (min.0-1-8) Max Horz 1 = -39(LC 17) Max Uplift 1 = -97(LC 8) 3 = -102(LC 13) 4 = -186(LC 8) Max Grav 1 = 200(LC 19) 3 = 200(LC 20) 4 = 525(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS ' 2-4=-349/454 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf-,BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS ,(envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8a MW,FRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1:25 3)Plates checked for a plus or minus.0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. �`a®�-F:z,>t ant pih:t+;txPn'I:AiJrTIO:SES51 i^a'�Ekst tiUis;eYD47Mt.CSiCk;W!fS";;r27pry.iD'c1!:ii't:;a.ierl.lt.arrttKastef trod vtits tt N.ft'9ns Gt pt G•t et{;Dp1c1Po:tE:kxn�1.6a7t Gtt:it,`e;eee iaett Set tty:st;s to ist s.YtLmiDET;D.aal; kl:tt saste:'v llEl±1 s4tiill Efeflk±hf iG3hlt IFAt TS!itS4 'Fs:Pu:33if1t1111,Srt[ZT{AT:!?Y;,Rt S4Vt tF 6J tv:TltT�titn'i SA Kf411RIIt.4?�r"Fh13!Lt3 Edj9!tfFJtL5rt8i4.t/1ir 11;Q:iIT➢a194 f1ipltfMS�t)CitQf9 iNT=�ttIr,9F5M IF(I,rd_:1t5}G tSiEIIy`4tS kld EYt'(NI:?4?bt:ih A9thorly T.Tombo III,P,E, aci aea risrEtss Msti ln.i:ai'itr.mpsn:x'ip t(istC¢s,�t Dse<.i staAn:tti titn tr S*.d:qC¢:z,it tat;r'ir¢i`.t[K1h3taet:4t lEiai 0ii9g;fattn+d1111,t!Erpeiei x!$zL`Dteimtitld tmE<df iEnt, sp+>9il p,simcpt gar lknmp slap b±a!rtspaasutl^FA'. �:80083 ' 'Qtl ld-jrt>iDEf ffi ratif31EE x1iN1M 5lIstA 3tTr:ttSq'rE CRCS ttd 1s0;.s 0IL-Wen(sn wsditp 1tia:s:m512,510'W.1ityTH ttd St:A I.-d pil...i?n 412571t nQi13af191r::ti Piitu59tht rtift.E'ifi'E^A.,:I9tS G6yt itpitlF(Ead�@Si lla@tiECftt,�'.:Sf 4451 SC.Lucie Blvd. tlkerF.,t Drsstti lrt(EEYzi Epttl if.It a3Fr c,W"Entl.t itt T6%D'sip irft.is t;j 6t Mimi Dtrfs",t T."is slilmf§"ritf.tuiCng 3 ttrlAid k:as st 2s irhete itI'm 1. Fort Pierce,FL 34946 Uptight ;2016A-1 Roof Trusses Anthoa Lcmhaill,PP Re rdunionofNsdownitat,inan-imm,:$prohibitedwilhoullhwl0en ptimissiaoiramAIloafliusses-Anthon L1Tombo Ill,P.T. • I I Job Truss Truss Type City Ply Std Pac/6511 EL D A0070683 XSPVS651 1 DX V16 Valley 3 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:15 2016 Page 1 I D:W?qu Lcr?Re?LfzLe98RjH4yHM91-znDtl7EVXZUbSJbRLOZtDu6nyA?V2J ifgvEKGayPW Ng 8-0-0 16-0-0 8-0-0 8-0-0 4x6 4.00 F1—2 2 5T .......... 3 -------------- --- ......... ..........................................— 6 .9 C> 3x6 4 3x6-z- 1.5x4 11 16-0-0 N1112 15-11 0 � -4 Plate Offsets(X,Y)— [2:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.90 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014[rPI2007 Matrix-SH Weight:49 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live OTHERS 2x4 SP No.3 BRACING- loads. TOP CHORD 6)*This truss has been designed for a live load of Structural wood sheathing directly applied or 2-2-0 oc 20.Opsf on the bottom chord in all areas where a purlins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOTCHORD bottom chord and any other members. Rigid ceiling directly applied or 10-0-0 oc bracing. 7)Provide mechanical connection(by others)of truss MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 136 lb uplift at joint 1,143 lb uplift at joint 3 and 260 lb uplift at joint 4. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 1 = 269/15-10-8 (min.0-1-8) 3 = 269/15-10-8 (min.0-1-8) 4 = 732/15-10-8 (min.0-1-8) Max Horz 1 = -54(LC 13) Max Uplift I = -136(LC 8) 3 = -143(LC 13) 4 = -260(LC 8) Max Grav 1 = 279(LO 19) 3 = 279(LC 20) 4 = 732(LC 1) FORCES. (1b) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-487/576 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=,5.Opsf;BCDL=5.Opsf-, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&.MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. mild—fl,ltet,0t.1 It to'N hva Anth ony T.Tombo 11';,P.E. a 4451 St.Lucie Blvd. For,Pierce,FL 34946 (opytighl C�2016 A-1 Roof Jrcssts Aallimyl.lonabolILKE.Repodutfin ollbis dorow-fli,ir,gay fctmis prohibited wilhoullhe.,irlen peiraiisioa from A I loci Imses Anthar.yLlotabo III,F.E. Job Truss Truss Type Qty PIy �Std Pac/6511 EL D X A0070686 SPVS6511DX WG01 FLAT GIRDER 1 3, Jab Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:16 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-RznFyTF71tcS4TAdv646m5e_uZIYnc4ouZ toOyPWNf 3-1-9 6-1-7 9-1 4 12-1-1 15-0-15 18-2-8 3-1-9 2-11-13 2-11-13 2-11-13 2-11-13 3-1-9 Dead Load Defl.=9116 in 4 6 11 1 3x1 = 3x1 = 2x4 I 7x = 4 6= 3 4 5 6 4x10= T1 T2 2 4 4 2 s � s � s c 13 12 11 10 9 s 22 23 24 25 26 27 28 29 30 31 32 8. 1 7x10= 48 7x10 MT20HS-- 3x8= 2x4 I I 3x8= 8x12= 3-2-12 6 1-7 9-'A 12-1-1 14-11-12 18-2-8 3-2-12 2-10-11 2-11-13 2-11-13 I 2-10-11 1 3-2-12 Plate Offsets(X,Y)— [2:0-3-8,0-1-81,[5:0-3-12,0-4-81,[6:0-3-8,0-2-01,[8:0-6-0,0-4-81,[9:0-3-8,0-1-81,[12:0-5-0,Edge],[13:0-3-8,0-2-01,[14:0-5-0,04-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) 0.38 11 >550 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.78 11 >270 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(TL) 0.14 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:358 lb FT=0% LUMBER- TOP CHORD 2x6 SP 240OF 2.OE*Except* 11)This truss has been designed for a moving T2:2x6 SP No.2 WEBS concentrated load of 250.0Ib live located at all mid BOT CHORD 2x6 SP 240OF 2.0E 2-14=-16048/5758,2-13=-2151/6081, panels and at all panel points along the Bottom Chord, WEBS 2x4 SP No.2*Except` 3-13=-14429/5610,3-12=0/431, nonconcurrent with any other live loads. W1:2x8 SP No.2,W3:2x4 SP No.3 3-11=-1401/4411,4-11=-2880/1029, BRACING- 5-11=-1664/4907,5-10=-132/802, pro Hanided s i(s)or other connection device(s)shall be TOP CHORD 5-9=-1 2 7 0 0/47 0 2,6-9=-1566/4426, provided sufficient to support concentrated load(s)502 220 Structural wood sheathing directly applied or 4-7-5 oc 6-8=-17330/6280 lb down and 0,1 lb up at n and,15 l lb down and, lb up at 1-0-0,176 lb down and 215 lb up at 3-0-0, purlins, except end verticals. 290 lb down and 216 lb up at 5-0-0,3605 lb down and BOT CHORD NOTES- 1602 lb up at 6-2-13,1557 lb down and 804 lb up at Rigid ceiling directly applied or 10-0-0 oc bracing. 1)3-ply truss to be connected together with 10d 8-2-0,1558 lb down and 793 lb up at 10-2-0,1558 lb (0.131"x3")nails as follows: down and 785 lb up at 12-2-0,1561 lb down and 772 REACTIONS. (lb/size) Top chords connected as follows:2x8-2 rows I lb up at 14 2 0 1651 lb down and 798 lb up at 16-2-0 14 = 8032/0-7-4 (min.0-2-5) staggered at 0-9-0 oc,2x6-2 rows staggered at 0-770 8 = 9414/0-7-4 (min.0-2-10) oc. and 182 Ib down and 220 lb up at 17-2-8,and 371 lb down and 287 lb up at 17-10-14 on top chord,and Max Uplift Bottom chords connected as follows:2x6-2 rows 853 lb down and 163 lb up at 3-0-0,319 lb down and 14 = -3156(LC 4) staggered at 0-9-0 oc. 105 lb up at 5-0-0,319 lb down and 105 lb up at 8 = -3609(LC 4) Webs connected as follows:2x4-1 row at 0-9-0 oc.! 7-0-0,319 lb down and 105 lb up at 9-0-0,319 lb 4ax Grav 8267(LC 21) ex elpt footed as front(F)or loas are considered gback(B)fa a in the y applied to all lies, down and 1i05 lb up at 11-0-0,319 lb down and 105 lb 8 = 9414(LC 1) LOAD CASE(S)section.Ply to ply connections haveI up at 13-0 0,and 319 Ib down and 105 lb up at 15-0-0,and 319 lb down and 105 lb up at 17-0-0 on been provided to distribute only loads noted as(F)or bottom chord. The design/selection of such FORCES. (lb) (B),unless otherwise indicated. connection device(s)is the responsibility of others. Max.Comp./Max.Ten.-All forces 250(lb)or less except 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) when shown. Vasd=132mph;HVHZ;TCDL=5.Opsf-,BCDL=5.Opsf; TOP CHORD h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS LOAD CASE(S) 1-14=-1366/699,1-15=-1774/617, (envelope);cantilever left and right exposed;Lumber Standard 2-15=-1774/617,2-16=-16505/5912, DOL=1.25 plate grip DOL=1.25 1)Dead+Roof Live(balanced):Lumber Increase=1.00 3-16=-16505/5912,3-17=-33341/12411, 4)Provide adequate drainage to prevent water 1.00 4-1 7=-33 341/1 241 1,4-18=-33341/12411, ponding. Plate Increase Uniform Loads(plf)plf) 5-18=-33341/12411,5-1 9=-1 7932/6 51 0, 5)All plates are MT20 plates unless otherwise Vert:1-7--210,8-14=-20 6-19=-17932/6510,6-20=-1994/735, indicated. 20-21=-1994/735,7-21=-1 994/735, 6)Plates checked for a plus or minus 0 degree Concentrated Loads(lb) 7-8=-1631/782 rotation about its center. Vert:1=-450(B)7=-214 2=-176(B)13=-214(B) i BOT CHORD 7)This truss has been designed for a 10.0 psf bottom 3=-284 3 11 1=-1 37(B)5=-1558 9=137(B)15=-182 14-22=-5912/16505,13-22=-5912/16505, chord live load nonconcurrent with any other live 16=-290(B)17=-1557 18=-1558 19=-1561 20=-1651 13-23=-11112/29736,23-24=-11112/29736, loads. 21=-182 24=-137(B)25=-137(B)28=-137(B) 12-24=-11112/29736,12-25=-11112/29736, 8)'This truss has been designed for a live load of Dead 0.7 32=-13 Live 25-26=-11112/29736,11-26=-11112/29736, 20.Opsf on the bottom chord in all areas where a 2)Dead+0.75 Roof Live ibalanced)+Lumber Uninhab. 11-27=-10869/29705,27-28=-10869/29705, rectangle 3-6-0 tall by 2-0-0 wide will fit between the Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 10-28=-10869/29705,10-29=-10869/29705, bottom chord and any other members. Uniform Loads( 29-30=-10869/29705,9-30=-10869/29705, 9)Provide mechanical connection(by others)of truss Vert:1-7=-230,8-1-14=-20 9-31=-6510/17932,31-32=-6510/17932, to bearing plate capable of withstanding 3156 lb uplift Concentrated Loads(lb) 8-32=-6510/17932 at joint 14 and 3609 lb uplift at joint 8. WEBS 10)Load case(s)2,14 has/have been modified. 2-14=-16048/5758,2-13=-2151/6081, Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on page 2 tF!dq HnsetiuFy'!r rs!itr II•'d i IMF ObsEiervull j 9131L TERNS&(OF:UM(lf1GW.i 3eT91ACYd8A'dD NEAr I!sr_1e:�eFdy{Fnodm wd re:iedH pt)ilev DF!S]D!rriy(R`v"j u!IEt Aelurl.lsie!C',rl ldu!xe 4t§!Es:e K!.Ddlss Ft�.isF deel rFtIeTDD,sarp ILIFkoue!nFF4Vs sl!!ls Fs!i Elf k1DDw Itrd:LAs CTMI D!s111E111rff(i.!,S,0l81 1.9eWon!Lill,nrTDD HpRi!e{¢tit,—dill Flensillid"jeV.1'nfluilDQf]!IS,IK'P<,MS.';einubpi whTDD ints tHpifC.IStL31U1LinN!.srthIIUF Anthony T.Tombo Ill,P.E. rl neeasL Kh!rK laiflF is ne!esfu!ibiih dtz T.ur.M.tO•ui sFasn:Fls;rti Fsik{ei'Gif DKit�!,nlx sedFdeli!N(,dz 11'W th bed WIDpi-I MI.It,q;medlk TDDul nr deli Ke dG!Tnis,ilF�gl�iq saegF,bfigd:n lii tna;idi!!ba!esfsasig lyd F80083 ne Li Eef DK:r:HQenal!.AI'Woniom!Fkr[Deil litpd-as fFihl-.1 it!hlbllftpnsn Seery la mrnn¢(5¢pH!sEd It SET wi Stun!ul—lfo'pFlrai aAssn_iFa h5res3!¢sK!s:F.nesrsblG"Kd1e1!KSDFA;IH,I!KSDK;S j]ii!M l9ITRIId Ae1^eRr.RbSS 4451 St.Lucie Blvd. ' FAH,dse ldiFFitpvree!nl egeFAamnndiq it dlfm:K is FdFed.l6eTress C+st Eyh!nislGl:�6a!da7 D!s:faH,rtTrass Sn!!m EapFzer F'©rSnl4ni.Ill eq Fda!tnmsveas WA 1,1111. Fort Pierce,FL 34946 fopyrighl©2016A-iRoofTmsses-AolbonyL Tomb III,p.E.R.eprodudionoflhisdosumenl,in any form,isprn6illAid without the writfeopermission flow AAReofliusses-Anthany1f.Tomho SIT,P.E. Job Truss Truss Type Qtv Ply Std Pac/6511 EL D A0070686 XSPVS6511 DX WG01 FLAT GIRDER 1 3 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:16 2016 Page 2 ID:W?quLcr?Re?LfzLe98RjH4yH M91-RznFyTF71tcS4TAdv646m5e_uZIYnc4ouZ_toOyP WNf LOAD CASE(S) Standard Concentrated Loads(lb) Vert:1=-389(B)7=-181 2=155(B)13=-189(13) 3=-2527 11=120(13)5=-1384 9=-120(B)15=-158 16=-257(B)17=-1383 18=-1384 19=-1387 20=-1466 21=-158 24=-1 20(B)25=-1 20(B)28=-1 20(B) 29=-120(B)32=-120(13) 14)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-7=-210,8-14=-20 Concentrated Loads(lb) Vert:1=-208(B)7=-84 2=-92(B)13=113(B)3=-1579 11=-69(B)5=-862 9=69(13)15=-83 16=-158(B) 17=-862 18=-863 19=-864 20=-913 21=-83 24=-69(B)25=-69(B)28=-69(B)29=-69(B)32=-69(B) Zhirsdry�Nesu slsrn¢Irm!isx Ik'dd rOpF I18Ssr5j irtlFYj,fifa:lit fErNS 8(g4 allriS(aSiSkt{gLY]'j aiCagk'yT;tM.EA'firs.Tvtlt aedp laeaeleis ssd seal nL=s m raslss:ge:iga 9ini+g¢Gg ers 1[<1dlmrl.rnks @',r2.lderene Unt kr'are ne.Udess dh±.ise dd!i cr t6!Tgg,ra7 aahkwunv,Ffe skdit:cdb!It,1)g Is be mld-a!a.,gesyshpmtt�l e,Spe:dlt Er_dm!:;,tin.,In mTlgg nspseseds m empnaa d n,p4sslord eryseieg!IS11.1Wat nelesyn<IkS S!q,Trsssi!raei mtie mu e.¢,onlerl!FI.Ttx Ls:gsmnapnec.lsrtagosTim,smdarr P.a.se dn:ST.� ',•.,Itdiemitth.R".!iblgdr o.l.ato..e"S,4".,de grnernlReOevmr,ma[W¢4dsuli:,9a S'.mlti,Nelku:f -r .elpll.7e dl/e lag ml-fisi es,d ha Tess.ud64 kz10 sn;01t.11mm W ln[ sail;m IL Anthony�`�on T.Tombo III,P.E. r e r ry:° r ry r v 80083 ae titegJes:S:zNfia.-rao�.i'_te'ts SIT a T.TOO N lm PromNguidnesdtieki6q(sffleedSe4itl arneim;tG;Iftskd st TAN S1U I's.1 xe vP...1PA. Trstasps!e:n;pees;.nuasa_>s d!kzlnssms;gle,1 R,gin: u}R!!®arms aa,acr.!l,xet; 4451 St.Lucie Blvd. l2e.iu ldud lsaunRd eped eluumliry ll dl rr:.rs hvSel.Thelnss tup7 rsysasnaCT^Me ra aalCaignx,vT�ssSr9•nnpemrdaT lni9ag.All(q:t2atdtos nl ffid ITT. Fort Pierce,FL 34946 (opyrighl02016A-1 Roof fill-Anthony T.Tomho III,P.E.Reprodudion of ibis document,in any form,is prohibited withcul The written permission from A-1 Roof Tresses-Anthony LTomho III,P.E. Job orTruss Truss Type Qty Ply Std Pac/6511 EL D 1 A0070687 3 XSPVS6511DX WG02 FLAT GIRDER 1 Job Reference I tional Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:17 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-w9KeAoF12BkJidkpTpbLJJBBBzigW 1?y7DjQKTyPW Ne 3-2-12 6-2-0 9-1-0 12-0-0 15-2-8 3_ _12 2-11-4 2-11-0 2-11-0 3-2-8 I i Dead Load Dell.=5116 in 7.8— 2x4 11 3x 2= 2x4 11 8xl4 4 6= 1 1 2 1 3 1 4 1 15 1 1 T1 W W3 4 W5 W 3 W W1 Li B1 Li ri 10 94x12= 18 6 s 19 20 21 22 23 24 25 26 27 12 4x16= 2x4 11 1 2x4 11 7 3x8 11 7x10= i i 3-2-12 6-2-0 9-1-0 12-0-0 15-2-8 33 2-12 2-11-4 2-11-0 2-11-0 3-2-8 Plate Offsets(X Y)— [1:0-4-0 0-4-4] [5:0-6-8 0-2-12] [7.0-5-0 0-4-8] [9:0-2-0 0-2-0] [11:0-8-0 0-2-41 [12:04-8i0-1-8] 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) 0.26 9-10 >679 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.64 Vert(TL) -0.46 9-10 >383 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:301 lb FT=0% I LUMBER- TOP CHORD 2x6 SP No.2 10)This truss has been designed for a moving BOT CHORD 2x6 SP 2400F 2.0E WEBS concentrated load of 250.01b live located at all mid WEBS 2x4 SP No.3*Except` -111=-5787/1 266 8,2-11=-745/91, W1:2x8 SP No.2,W2,W8:2x4 SP M 30 3-11=-1 0837/5042,3-10=-695/1200, noncpanels and at all panel points along the Bottom Chord, W5:2x6 SP No.2 3-9=-1203/325,4-9=-2023/629, 11)H n Hang rent with any other live loads. BRACING- 5-9=-3078/6826,5-8=-297/441, pro ided euffi ie other connection device(s)shall be 02 TOP CHORD 5-7=-15614/7093 provided sufficient to support concentrated load(s) lb down and 434 Ib up at 0-3-10,182 lb down and 220 220 Structural wood sheathing directly applied or 2-2-0 oc lb up at 11-0-0,176 lb down and 215 lb up at 3-0-0, purlins, except end verticals. NOTES- 290 lb down and 216 lb up at 5-0-0,2783 lb down and BOT CHORD 1)3-ply truss to be connected together with 10d Rigid ceiling directly applied or 10-0-0 oc bracing. (0.131"x3")nails as follows: 8-2- lb up at 6 own 1214 lb down and 0-2 I,12 at Top chords connected as follows:2x8-2 rows down 1211 lb down and -2-lb up at down,1218 lb 061 REACTIONS. (lb/size) staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 down andi 613 lb up at 12 lb d wn a lb down and t 12 = 6321/0-7-4 (min.0-1-12) oc. lb-2 at 1,3-2-7 l and 182 lb down and 220 4 0 1 on 7 = 8675/0-7-4 (min.0-2-6) Bottom chords connected as follows:2x6-2 rows top chord! a i d 367 lb down and 285 lb up at 14-10-14, Max Uplift staggered at 0-9-0 oc. top chord,and d 32 lb down and-0, lb up at 5-0-0, 12 = -3001(LC 4) Webs connected as follows:2x4-1 row at 0-9-0 oc, 425 lb down and 372 lb up at 7-0-0,425 lb down and 7 = 4031(LC 4) 2x6-2 rows staggered at 0-9-0 oc. 378 lb uplat 9-0-0,and 425 lb down and 378 lb up at 11-0-0,and 425 lb down and 378 lb up 13-0-0 on bottom chord. The design/selection of such Max Grav 2)All loads are considered equally applied to all plies, uch 12 = 6334(LC 20) except if noted as front(F)or back(B)face in the 7 = 8675(LC 1) LOAD CASE(S)section.Ply to ply connections have connectioln device(s)is the responsibility of others. been provided to distribute only loads noted as(F)for FORCES. (lb) (B),unless otherwise indicated. LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) Standartl when shown. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; 1)Dead+Roof Live(balanced):Lumber Increase=1.00 TOP CHORD h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS 1 Platelncrease=1.00 1-12=-5894/2869,1-13=-12740/5808, (envelope);cantilever left and right exposed;Lumber Uniform Loads(plf) 2-13=-12740/5808,2-14=-12740/5808, DOL=1.25 plate grip DOL=1.25 3-14=-12740/5808,3-15=-21972l10170, 4)Provide adequate drainage to prevent water Vert: htrat d ads(lb) 4-15=-21972/10170,4-16=-21972l10170, ponding. Concentrated Loads(lb) 5-1 6=-21 972/1 01 70,5-17=-1730/777, 5)Plates checked for a plus or minus 0 degree Vert:1 F)50(F)6=-212 2=-176(F)3=-2201 17-18=-1730l777,6-18=-1730/777, rotation about its center. 16=-1911 5=-1218 13=-182 14=-290(F)1 2=-324 6-7=-1943/954 6)This truss has been designed for a 10.0 psf bottom 16=-1211 17=-2315 18=-182 21=-668(F)22=-329(F) BOT CHORD chord live load nonconcurrent with any other live Dead 9(F)26=-32 Live 12-19=-458/1079,11-19=-458/1079, loads. 2)Dead+0.75cr Roof Live(balanced)+0.=1 Attic Floor: 11-20=-1 0471/2 2672,20-21=-10471/22672, 7)'This truss has been designed for a live load of Lumber Increase=1.00,Plate Increase=1.00 10-21=-10471/22672,10-22=-10471/22672, 20.Opsf on the bottom chord in all areas where a Uniform Loads(plf) 22-23=-10471/22672,9-23=-1 0471/22 672, rectangle 3-6-0 tall by 2-0-0 wide will fit between the Vert:1'';6=-230,7-12=-20 9-24=-7327/16147,24-25=-7327/16147, bottom chord and any other members. Concentrated Loads(0 8-25=-7327/16147,8-26=-7327/16147, 8)Provide mechanical connection(by others)of truss Vert:1' F)5=-)6=-180 2=-155(F)57(F)15 26-27=-7327/16147,7-27=-7327/16147 to bearing plate capable of withstanding 3001 Ib uplift 9=-29176 5=-1082 13=-158 14=-257(F) 22=-2 1 16=-1076 17=-2056 18=-158 21=-586(F)22=-291(F) WEBS at joint 12 and 4031 lb uplift at joint 7. 25=-291(F)26=-291(F) 1-11=-5787/12668,2-11=-745/9 1, 9)Load case(s)2,14 has/have been modified. 14)Dead:Lumber Increase=0.90,Plate Increase=0.90 3-11=-1 0837/5042,3-10=-695/1200, Building designer must review loads to verify that they Pit.metal=0.90 3-9=-1203/325,4-9=-2023/629, are correct for the intended use of this truss. 5-9=-3078/6826,5-8=-297/441, Uniform Loads(plf) Vert:ii-6=-210,7-12=-20 Continued on page 2 Concentrated Loads(lb) W'edq rime tlallythr.ilct lye'G 11DCEMSSr5ffin VRMLT[N&05P691An(7fiDk{"4E4]'jE;l(101i�;NENi tlz.icAy$uylyotarltn o>!!e^d odts ntdsles:➢t:lg3l+«iy j@ tra l[alttlu�l.kzuui,r.E ldrrl SkP414e rets!.Ild:s:dle:r¢l tied tatltiUD,sa'p ttiTtin¢MtlLo-!e-s4ili:to;ed4!Rx iRR la 4e tdiL s!eTrns Desho-hylrsE<(I!.Slridlr Briula!tdnvlylRRryrlsutslr. GiriCt shlT. steal rtt1e16R adr,tder l?'r1.T.ei•syt tsnnync hct:tyotdntl!,smtlNq Anthony T.Tomb III,P.E. E�tild»v't TTs1A'It!1UIIIIF IS Itl R!ytlllllayd lRrrla.114 Qfl1{tF.1SdFze l.fll'I/FRISyM',9iY(Bd2diI1L IY..,�ll'.`ultlt srtd ka4.nult.i T:✓i-I.iyt[fF tdlit RR elelt!hd11Sl dtlt TAiS..itlnl-S-y.sa•eyl,il!Nlailo-uetncn s4ill15 !yas :h if 280083 IhF.3'ftyeKyl li Qzhldo!.LlexSidFzl%I4e1WA51lit yl�l(lsens ytil!la!sdlh d,itl yrLCFSHIi Shch,IBra.atr tCI;y1N1f&,14)T?I cd Slra ae!lI IlT3ESF!'Pt1t18'�:Sf .TR1 rinEkil4tttfyEffi'.4'.Rlf6'tei�f t!4eTFs!ReSlyla,T!E53 Rtr Ety,xtlfPe Tlt,!GAkTI!R lf.4PSi 4451 St.Lucie Blvd. tttnliu dlfild 4pau9ca aytdayltu.aioy 4y di ya6ts 1.6"1 ThToss I'vp Eti ,is ACT Gs tafay.t;yoa,mTt-s Slx:a E'r-t of Witin,kQt L•td.eras lrtndded 1,1111. 1 Fort Pierce,FL 34946 (optvigfitC42DIdA-IRoolliusses-Anthony T.Iamb III,H.Reproduction of this document,in any form,is prohiWed without the written permission hom AA RoofTrusses-Anthony 1.Tombo fit,P.E. i Job Truss Truss Type QtY Ply Std Pac/6511 EL D XSPVS6511 DX WG02 FLAT GIRDER 1 3 A0070687 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:17 2016 Page 2 I D:W?qu Lcr?Re?LfzLe98RjH4yHM91-w9KeAoF12BkJidkpTpbLJJB8BzigW 1?y7DjQKTyPW Ne LOAD CASE(S) Standard Concentrated Loads(lb) Vert:1=-208(F)6=-84 2=-92(F)3=-1219 9=-175(F) 5=-673 13=-83 14=-158(F)15=-671 16=-669 17=-1278 18=-83 21=-340(F)22=-175(F)25=-175(F) 26=-175(F) Gntlpg.rinse tipnrytTrn,ien tk'A�I iDC:`RDSi3 iEllEl t6T6rtAE MrsISBEDr:dflD5f f7fiDM.{Clrt7'j!;iEtlDRLwMEXi imd.ie<ihf 9eu;.ropmrle¢s mi reed paf!sar tAsl:ps:0e!gsD:p.iy{rrwrr4lte Liw7T.iccfpCr.E Ed�ene!!:!i;sa!en!.Dd;se¢Ce+is!stpld fctlp TOD,fn�y Mliein¢emq:akssellic�asedterks TDD IaSe Ifld.As eLmp Desip hgl�¢rQ.e.Sgetldlr 6glu!ry,n;s!dn oyTDO npesulsfemnr:aadlle rrafKnprd eryie¢!rny resyofsllilAT S;ife1¢s!gzAIC¢tlprp Tn!s AryA;l It lie TDD BIIr.aNtr TrEI.T&d;Sy'Ipf!IahliEf.Iet1'[)[ppCliipe!,AOBIIIh Anthony .Tombo llI P. . p•.,E Ise 9this Tirsi;S!.1rGleiq is lE,re,F,01,14y9NNur.rte 0—se4�M,ol F"d pp lie rL Yny Dulyar,ni amWliftK,9!rl'9d tie Y¢d imYIg nde0 MI.Tie a{pntirltSe iDD aad nefield neliti!Tnss.IpAefipykad ity.ssreg¢,nfilean nlEnpzg sSditity re;rpaUl hff Yw$ ° E zttte Mll Des+ rtelr an.AU w"setae:hr6eTDDepe In iminseas ed;ins'Int trA t f. mid lair aD rL'f ftTntedE IN pad SETA nerde it, ally grt.Irla rh;!!;Is em'-ic:nes¢th'sdt;Less Desi per,l:ess De J p-n ml Gess Mandln:e¢,n:ess 0083 g ss' r g r r tl r r T 1 4451 St.Lucie Blvd. pt¢rtite leffel iga(eb•N egr¢A ananxriaq IT dlrNniefdpei ihelnu Crsl Tag uer I;eCi we Emd�gCes,gaeymT.�,s Srs?nE!yn;tre'oy lrA7iay.All eq;d,;ik:os mai Itt.WmTN 1. (opy7'igh1 Fj 2016 A-1 loaf Trusses-Anthony T.Tombo 111,P.E.ReproduEtion of Ibis domment,in any form,is prohibited withcN the written permission from AA RDDITfeSSes-AnthanyT.Tombo Ill,P.E. Fort Pierce,FL 3494b Job ` v Truss Truss Type QtY Ply Std Pac/6511 EL D XSPVS6511DX WG03 FLAT GIRDER 1 A0070688 2 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:27:17 2016 Page 1 I D:W?quLcr?Re?LfzLe9$RjH4yHM91-w9KeAoF12BkdidkpTpbLJJBJ2zrhWGdy7DjQKTyPWNe � 2-O-4 2-0-4 1 5 22x4 11 � x - T1 W1 W1 ci j W2 i I � 131 I 6 2x4 is 4 3 3x6= i 2-0-4 i 2-0-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.00 3-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.07 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-MP Weight:27 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Concentrated loads from layout are not present inl BOT CHORD 2x4 SP No.2 Load Case(s):#101 1 st Moving Load;#201 2nd WEBS 2x6 SP No.2`Except* Moving Load;#301 3rd Moving Load. W2:2x4 SP No.3 7)This truss has been designed for a 10.0 psf bottom BRACING-TOP CHORD chord live load nonconcurrent with any other live loads. I Structural wood sheathing directly applied or 2-0-4 oc 8)`This truss has been designed for a live load of pudins, except end verticals. 20.Opsf on the bottom chord in all areas where a BOTCHRigid CeilORD ing directly applied or 10-0-0 oc bracing. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. REACTIONS. (lb/size) 9)Refer to girder(s)for truss to truss connections. nical 10)Provide mechanical connection(by others)of truss 4 314/Mecha 3 232/0-5-0 (min. nical to bearing plate capable of withstanding 117 lb uplift fat Max Uplift joint 4 and 25 lb uplift at joint 3. ) 11)Lead case(s)2,14 has/have been modified. 3 117(L 4) Building designer must review loads to verify that they Max Grav are correct for the intended use of this truss. 4 398(LC 16) 12)This truss has been designed for a moving I 3 398(LC 1 ) concentrated load of 250.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. FORCES. (lb) 13)Hanger(s)or other connection device(s)shall be Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. provided sufficient to support concentrated load(s)186 CHORD lb down and 217 lb up at 0-8-0 on top chord. The TOP CHORD design/selection of such connection device(s)is the responsibility of others. NOTES- 1)2-ply truss to be connected together with 10d LOAD CASE(S) (0.131"x3")nails as follows: Standard Top chords connected as follows:2x6-2 rows 1)Dead+Roof Live(balanced):Lumber Increase=l 00 staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Plate se=1.00 Bottom chords connected as follows:2x4-1 row at m n Loads(plf) Webs connected as follows:2x4-1 row at 0-9-0 oc. Vert:1-2=-210,3 4=-20 2)All loads are considered equally applied to all plies, Concentrated Loads(lb)Vert: 186 except if noted as front(F)or back(B)face in the LOAD +0.75 CASE(S)section.Ply to ply connections have been 2)Dead+0.cr Roof Live(balanced)+0.=1 Attic Floor: provided to distribute only loads noted as(F)or(B), Lumber Increase=1.00,Plate Increase=1.00 unless otherwise indicated. Uniform Loads(plf) Vert:1-2=-230, 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) Loads (lb) Concentrated Loaads Ib Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; ) Vert;5=-161 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS .(envelope);cantilever left and right exposed;Lumber Plt.14)Dead;Lumber Increase=0.90,Plate Increase=0.90 DOL=1.25 plate grip DOL=1.25 Uniform ormmet L 0.90 4)Provide adequate drainage to prevent water ponding. Uniform Loads(plf) 5)Plates checked for a plus or minus 0 degree rotation Vert:entrated, ads(l0 about its center. Concentrated Loads(lb) Vert:5=-86 ituey Pru tis!xgif:uit.N.e'S r8r 1IP`dLt;5 FT?NllitMj t:D't07t7YS:kiiDN"tNTt`.(riD'YI[OE1f;7T frx rn;4!<t:^r rxt3tt�5 tt!It37et7tf Fttdif tAu D<s!yt L'aitj�DO:QIa:tF:.:sl T.liai�.r..r.`Etttt'.Sjttl Slue Fr..�.zs;t�erik s'£edta�iD,uh Hdtltt:n:ffit lints Stsi It tselfuge lGDhit t©LS)ar!ttS DCLW b��tti{It.,SrlfR!r3r9?f1=_11t 5tE tF t£rT:'DlfrtitTitll:(!PhtCOtt jf4±tli!FtOfj'Y.NS�ItS�85i3-:htti!:t Usip etn,s;atie trrsiaU^tat>.iaelcD Fty,nln nli.rx itsite t:; as:mcnl;:t:aus,sr:. e. Anthony T.Tombo 11:,P.E. tt¢tstf:`C4s:ynis brryR.Aj!tw�fti(MS!3�M<Iht GYN',ht'JY6filltltaM tdtjtl i9t S=dtj H'p!weFlftifi^lYfI IEf IIC@tRl¢d3t lull)4,N.3it3 a+dPl.i,ls?ijr!4I119!;ia l_D itt.1 fidiwo dtrust'LLlh'i-.tAT.tF r.3 q',j Weatdlsiwbj SOlI 1:&Itt)Asi61i".SOS �80083 CFt�I:u;W.sijty al rteastu.SR�tu inMbrstiCul tktpmxts ul ycts::ttt a'"_tE's-•yCts)atuShlf lduzsaa(i:SLFudhiFi uN SE(l at t.:ta¢tllrr !�lrittm.Fir4tattrit[asyaud E::ts mflgasd3t j:suDe;:}zr::nu Eeu !epteu xl;nssNudt[mer,m:ns 4451 St.Lucie Blvd. ' t0trr5t Oetsd tyFktitA Fyrztl gttun jFy cifetus iwFhtl ihLtssDaija bile,isxTi.it 1611*j Dnijtu,t:?msSysiec Fttite4ur 4iltbi,ltFriltiicl4;as utFs EfiuiitlP;-1. Fort Pierce,FL 34946 (apyri0AtV 2016 A-1 Roof Trusses lobooyLkinba III,P.1.RepraduttionoU Phis daaumaat,in any[arm,isplobibitedw4houtIhwritien Permission from A4 Roof Trusses•Anthony1.Tam5a111,P.1.