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HomeMy WebLinkAboutTruss plans, paperwork 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 - -- -- - - ---- 11 PH: 772-409-1010 FX: 772-409-1015 .' www.AlTruss.com JH1V a �J9$ T Ur rl :....... ST, Lucie County, Permitting XFLORID t:RPOR T] r , TRUSS ENGINEERING BUILDER: PARADISE HOMES PROJECT: BOLLER RESIDENCE COUNTY: ST LUCIE LOT/BLK/MODEL: BOLLER RESIDENCE JOB#: 69532 MASTER#: 'B50212 OPTIONS: NO OPTIONS Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 = A I ROOF These truss designs rely on lumber values established by others. TRU55E5 A FLORIDA CORPORATION RE:Job 69532 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce,FL 34946 Customer Info: PARADISE HOMES GROUP Project Name: BOLLER RESIDENCE Lot/Block: Model: Address:YUCCA DR, FORT PIERCE, FL Subdivision: City: County: St Lucie State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: General Truss Engineering Criteria Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code:ASCE 7-10 Wind Speed: 160 MPH Roof Load:40.0 psf Floor Load: 0.0 psf This package includes 59 individual,dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet,I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date No. Seal# Truss Name Date 1 A0096084 A01 9/14/17 13 A0096095 Al2 9/14/17 25 A0096107 CJ5C 9/14/17 2 A0096125 J5 9/14/17 14 A0096096 A13 9/14/17 26 A0096108 CJ5P 9/14117 3 A0096085 A02 9/14/17 15 A0096097 A14 9114/17 27 A0096109 D01 9/14117 4 A0096086 A03 9/14/17 16 A0096098 A15 9/14/17 28 A0096110 D03 9/14/17 5 A0096087 A04 9/14117 17 A0096099 A16 9/14/17 29 A0096111 D04 9/14/17 6 A0096088 A05 9/14/17 18 A0096100 A17 9/14/17 30 A0096112 D05 9/14/17 7 A0096089 A06 9/14/17 1 19 IA0096101 B01 9/14/17 1 31 IA0096113 D06 9/14/17 8 A0096090 A07 9/14117 20 IA0096102 B02 9/14/17 1 32 A0096114 D07 9/14/17 9 A0096091 A08 9/14/17 21 A0096103 C01 9/14/17 33 A0096115 E01 9114/17 10 A0096092 A09 9/14/17 22 A0096104 CA 9114/17 34 A0096116 E02 9/14/17 11 A0096093 A10 9/14/17 23 A0096105 CJ3 9/14117 35 A0096117 E03 9/14/17 12 A0096094 I All 9/14/17 24 A0096106 I CJ5 9/14/17 136 A0096118 HJ3 9114/17 The tnlss drawing(s)referenced have been prepared by MTek Industries,Inc.under mydirect supervision based on the parameters provided byA 1 Roof Trusses,Ltd. Truss Design Engineer's Name:Anthony Tombo III Akj license renewal date for the state of Florida is February 28,2019. ��QSb1141tl1���p���0 NOTE The seal on these drawings indicate acceptance of professional engineering responsibility soleyforthetruss components shown. `� (� .•*••••*• 4 O Thesuitabilityand use of components forany particularbuliding is the msponsibilityofthe building `e � a 4N designer,perANSVrKl Sec.2 The Truss Design Drewing(s)(TDD[s])referenced have been prepared based on the construction documents(also referred to at times asStructural Engineering Documentsl provided by the Building Designer indicating the nature and character ofthe work. eo •� • q, The design criteria therein have been transferred to Anthony Tombo m PE by[Al Roof Trusses orspecific o location].These TDDs(also referred to at tines as'Structural Delegated Engineering Documentsl are specialty stnictu ral component designs and may be part ofthe projects — .4 deferred or phased submittals.AsaTrussDesign Engineer(Le,Specialty i tbo mFrgineer,the seal hereand on the TDD rePrPsentsanacceptanceof rofessionalen engineering Anthony T.To responsibilityforthe designot the single Truss depicted on the TDD only.The Building Designer III[.ws t §fin*esre L•da+�,��`y8y��q♦•j,': •••tt�y�oi.ja,•� e eow oeaaxv n... responsible forand shall coordinate and review the TDDsfor compatibility with theirwritten engineering requirements.Please review all TDDs and all related notes. .(P.E. SFRTAL,,:-��' 3B BC A2.21 00 00 00 00 4C 12 87 DF' I j Page 1 of 2 File COP �--- i Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 RQUF These truss designs rely on lumber values established by others. "o#MTRUSSES A FLORIDA CORPORATION RE:Job 69532 No. Seal# Truss Name Date No. Seal# Truss Name Date 37 A0096119 HJ7 9/14/17 75 STDL16 STD.DETAIL 9/14/17 38 A0096120 HJ7C 9114/17 39 A0096121 HJ7L 9/14/17 40 A0096122 HJ7P 9/14/17 41 A0096123 J3 9114/17 42 A0096124 13E 9114/17 43 A0096126 J7 9/14/17 44 A0096127 HA 9/14/17 45 A0096128 HG 9/14/17 46 A0096129 HL 9114/17 47 A0096130 HP 9114/17 48 A0096131 PB01 9/14/17 49 A0096132 RG1 9114/17 50 A0096133 RG2 9114/17 51 A0096134 T01 9/14/17 52 A0096135 T02 9/14117 53 A0096136 VO4 9114/17 54 A0096137 V08 9/14/17 55 A0096138 V12 9/14/17 56 A0096139 V16 9/14117 57 A0096140 V20 9/14/17 58 A0096141 V24 9114/17 59 A0096142 V28 9/14/17 60- STDL01 STD.DETAIL 9114117 61 STDL02 STD.DETAIL 9114117 62 STDL03 STD.DETAIL 9/14117 63 STDL04 STD.DETAIL 9114/17 64 STDL05 STD.DETAIL 9114117 65 STDL06 STD.DETAIL 9/14117 66 STDL07 STD.DETAIL 9114117 t 67 STDL08 STD.DETAIL 9114117 68 STDL09 STD.DETAIL 9114117 69 STDL10 STD.DETAIL 9114/17 70 STDL11- STD.DETAIL - 9114/17 71 STDL12 STD.DETAIL 9114117 72 STDL13 STD.DETAIL 9/14/17 73 STDL14 STD.DETAIL 9/14/17 74 STDL15 STD.DETAIL 91141'17- Page 2 of 2 i IFE6532f Truss Truss Type Oty Ply A01 HIP GIRDER 1 A0096084 2 Job Reference o tionalAl Roo Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:33 2017 Page 1 ID:Y?eUsDo_tgy57AOxkEiGklzrTai-D?2yCWtXwgRwSdbYvogzbg3sKCDOhzMSh01 d_cydjPq �0 0 7-2-11 13-7-13 17-0 7 22-0-0 26-5-9 32-1-15 37-5-5 44-0-0 2 0-0 7-2-11 6-5-2 3-10-10 4-5-9 4-5 9 5-8-5 5-3-7 6-6-11 1004 MT20HS11 10x14 MT20HSI1 Dead Load Detl.=1-3116 in 6.00 F12 3x4= 6 7 8 4x6 3x4 4x6� 5 T 4 4x6' 910 3x8 G 4 6 3x4 3 11 W2 17 16 9 o 3 13 1 0x1 4 MT20HS= 8x10 II 1S 14 s" 2 s°I Ox14 MT20HS% Special 4x6 ` ! 0 1 3 00 12 pecial 7x10 MT20HS Io 21 20 19 3x6 11 3x6= 4x8= 2x4 It 4x12 zzr 7-2-11 13-7-13 17-7-9 2611 32-1-15 37-5-5 44-M 7-2-1� 6652 3-11-12 8 8-11 5 9-11 S� 6 Plate Offsets(X,Y)- [3:0-3-12,0-1-8],[4:0-3-0,Edge],[6:0-2-4,Edge],[8:0-2-4,Edge],[9:0-3-0,Edge],[12:0-1-14,0-0-4],[16:0-7-4,0-2-12],[17:0-7-0,0-5-12],[20:0-2-0,0-0-8], [21:0-3-8,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.95 16-17 >556 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -1.75 16-17 >301 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(TL) 1.10 12 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:569 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31'Except' 12)Load case(s)37,38,39,40,41,42 has/Nave been T3:2x4 SP M 30 WEBS modified.Building designer must review loads to verify BOT CHORD 2x8 SP 2400F 1.8E"Except* 3-21=-4252/1624,18-21=-3004/8445, that they are correct for the intended use of this truss. B1:2x4 SP M 30,B2:2x4 SP No.2 3-18=-3009/7868,5-17=-2054/921, 13)Hanger(s)or other connection device(s)shall be WEBS 2x4 SP No.3*Except* 6-17=-2557/6401,7-17=-670/409, provided sufficient to support concentrated load(s)334 W3,W2,W5:2x4 SP No.2 7-16=713/127,8-16=-2594/6341, lb dawn at 26-5-9,and 334 lb up and 11321tt right at BRACING- 10-16=-8751659,10-15=-149/315, 17-6-7 on top chord,and 2056 lb down and 1096 lb up TOP CHORD 11-15=-635/901,11-13=-533/301 Structural wood sheathing directly applied. at 17-7-9,and 2059 down and 11 lb up 26�4 BOT CHORD NOTES- on bottom chord. Thea design/selectionon of such Rigid ceiling direct) applied or 9-9-11 oc bracing. 1 2-ply truss to be connected together with 10d connection device(s)is the responsibility of others. 9� 9 Y PP 9� ) PY 9 Except: (0.131"x3")nails as follows: 10-0-0 oc bracing:18-20 Top chords connected as follows:2x4-1 row at 0-5-0 LOAD CASE(S) oc. Standard Except: REACTIONS. (lb/size) Bottom chords connected as follows:2x4-1 row at 1)Dead+Roof Live(balanced):Lumber Increase=1.25 2 = 4322/0-8-0 (min.0-2-9) 0-9-0 oc,2x8-2 rows staggered at 0-5-0 oc. plate In Roof Live(balanced): .25 12 = 4197/Mechanical Webs connected as follows:2x4-1 row at 0-9-0 oc. Uniform Loads(piq Max Horz 2)All loads are considered equally applied to all plies, Vert:1-6=-60,6-8=-143(F=-83),8-12=-60, 2 = -911(LC 42) except if noted as front(F)or back(B)face in the 20-22=20,19-20=-20,17-18=-20,16-17='20, Max Uplift LOAD CASE(S)section.Ply to ply connections have 16-25=-20 2 = -1615(LC 42) been provided to distribute only loads noted as(F)or Concentrated Loads(lb) 12 = 1634(LC 40) (B),unless otherwise indicated. Vert:17=-2056(F)16=-2059(F) `Max Grav 3)Unbalanced roof live loads have been considered 37)Reversal:User defined:Lumber Increase=1.60, 2 = 4322(LC 1) for this design. Plate Increase=1.60 12 = 4197(LC 1) 4)Wind:ASCE 7-10;Vult=160mph(3-second gust) Uniform Loads(p!f) Vasd=124mph;TCDL=5.0psf:BCDL=S.Opsf;h=25ft; Vert:1-2=34(F),2-6=8(F),6-8=70(F),8-12=30(F), �r FORCES. (lb) Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); 20-22=-10(F),19-20=-10(F),17-18=-10(F,), Max.Comp./Max.Ten.-All forces 250(lb)or less except cantilever left and right exposed;end vertical left 16-17=-10(F),16-25=-10(F) when shown. exposed;Lumber DOL=1.60 plate grip DOL=1.60 Horz:1-2=-44(F),2-6=-18(F),8-12=40(F) TOP CHORD 5)Provide adequate drainage to prevent water Concentrated Loads(lb) 2-3=8478/3278,3-4=17241/6464, ponding. Vert:17=776(F)16=821(F) 4-5=-17154/6475,5-6=-15213/6059, 6)All plates are MT20 plates unless otherwise 38)Reversal:User defined:Lumber Increase=1.60, 6-7=-13691/5481,7-8=-13669/5715, indicated. 60 8-9=-15125/6277,9-10=-15200/6254, 7)Plates checked for a plus or minus 0 degree Plate Increase=1.o 1 0-1 1=-1 601 3/6467,11-12=-15426/6095 rotation about its center. Uniform Loads(plf)BOT CHORD 8)This truss has been designed fora 10.0 psf bottom Vert:1-2=-14(F),2-6=-25(F),6-8=-113(F), 2-21=-265077475,5-18=528/1588, chord live load nonconcurrent with any other live 8-12=320( ),16-1-20(F), ),16-2-20(F), 17-18=-5588/15599,16-17=-5420/14024, loads. 1 Horz: 1- 0(F), ),2-6=(F),8 16-25=-20(F) 15-16=5777/14738,14-15=-5540/14212, 9)'This truss has been designed for a live load of Honc 1-2=t6(F),ads(lbF),8-12=17(F) 13-14=-5548/14191,12-13=-5487/14059 20.Opsf on the bottom chord in all areas where a Concentrated Loads 31 WEBS rectangle 3-6-0 tall by 2-0-0 wide will fit between the Vert: sal:User 1 fined: F) 3-21=-4252/1624,18-21=-3004/8445, bottom chord and any other members. 39)Reversal:User defined:Lumber Increase'1,60, 1.60 3-18=-3009/7868,5-17=-2054/921, 10)Refer to girder(s)for truss to truss connections. Plate Increase( 6-17=-2557/6401,7-17=-670/409, 11)Provide mechanical connection(by others)of truss Uniform Loadsplo (plf) 7-16=-713/127,8-16=-259416341, to bearing plate capable of withstanding 100 lb uplift at Continued on page 2 joint(s)except Qt=lb)2=1615,12=1634. Ezt „nthony T.Tombo lti,P.E. 380083 4451 R.Lucie Blvd. Fort Pierce,FL 34946 tt lutiq,es,p.olfn;mar it eYti spfnntYr r:6MH.pxnas�ra f,in,lMra1lhgG"yzxe'fa+±:t ltrf9rf413(plliss!dk}tl ulSl.a ne rdfmr.+dlnrrnl�ila�.IA-iM+nfsMnyusib..rt,fnl t*ialMi:.ss 6,sr,.„rim h.�tq ex nuns:Y.wd,mrn,aless -,kn"wl,!ndite(n:ntsvul ,ta:,+nret,rrmnsnn,L leLns p,+*ph7u,xr.s5lt,r.rf rF,c?nr.ains,!}nen F,;nmanr lxtnr.tc rztrtn'ael;nctwntFnrntrLl. topyrilit 02016 A-1 Red!noises-Antboey1.lombo ill,P.E iopodauim el this dmoment.is aayfum,is prahibited.ithaos the rtiren permissiaobom A-1 pool Trouts-A¢Ihaey 1.lobo ill,P.L 1 ! i Job Truss Truss Type Oty ply 69532 A01 HIP GIRDER 1 A0096084 2 Job Reference a tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:33 2017 PageqID:Y?eUsDo_tgy57AOxkEiGklzrTai-D?2yCWlXwgRw5dbYvogzbg3sKCDOhzMSh01 d_cydjP LOAD CASE(S) Uniform Loads(plf) Vert:1-2=18(F),2-6=30(F),6-8=-5(F),8-12=8(F), 20-22=-10(F),19-20=-10(F),17-18=-10(F), 16-17=-10(F),16-25=-10(F) Horz:1-2=-28(F),2-6=-40(F),8-12=18(F) Concentrated Loads(lb) Vert;6=334(F)8=-334(F)17=776(F)16=821(F) Horz:6=1132(F) 40)User defined:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=34(F),2-6=8(F),6-8=70(F),8-12=30(F), 20-22=-10(F),19-20=-10(F),17-18=-10(F), 16-17=-10(F),16-25=-10(F) Horz:1-2=44(F),2-6=-18(F),8-12=40(F) Concentrated Loads(lb) Vert:17=1086(F)16=1140(F) 41)User defined:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=14(F),2-6=-25(F),6-8=113(F),8-12=-3(F) ,20-22=-20(F),19-20=-20(F),17-18=-20(F), 16-17=-20(F),16-25=-20(F) Horz:1-2=-6(F),2-6=5(F),8-12=17(F) Concentrated Loads(lb) Vert:17=1096(F)16=1150(F) 42)User defined:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18(F),2-6=30(F),6-8=-5(F),8-12=8(F), 20-22=-10(F),19-20=-10(F),17-18=-10(F), 16-17=-10(F),16-25=10(F) Horz:1-2=-28(F),2-6=-40(F),8-12=18(F) Concentrated Loads(lb) Vert:6=334(F)8=-334(F)17=1 086(F)16=1 140(F) Horz:6=1132(F) air-nee u.nn.He'lI IOUTInMVSj0fl1'0111 nWsiLlimMSS(7FOY ICrY l6i:i n6LLq Mn rrtdhp 4n ut¢rl MtnE tine h!3 prerP lm/tltl Dar i.iah 6,7.l knz Sk ldoer.Cdett a.ne aerm6e l[-0,td( .i-.d ftiT b-;klIg1 Stlepu4b,:i kO.W.,Otaehia±�{i.e,Sim�frgw�tlDH"",fl[+,HMOd orct(mnd�ryinitedn sr�t_pa!d�i.Ir,StItstpd4esv11eim;lerminfelOOnh,exialfFl.iahtyrunoiae;laia(mL'hrz,u ldar wed ,Ttn, .nt ritd<tn(nt�mdaa. ,�o.Mtetlmnyanmiv�ot,�n,Ha.mm�dmrcntittn(nm��mt„r,nrrnttk�ndeaooninA:ianrntrms:oai���n.tl.tit.ntrtctm.nirn:R!(remns(sxrtd Anthony T.80083 II,P.E. tlrb: O:P tH hx§rmt.l6e[hsid id"v xlOCnirte rtEtmnl ridundl4rt7du h neSt'J raidneurfar gad =6008.. �1 1 i i cpmlie4w lduara;FlSrlldfi•}xl lrl.': la pileee.llFl ftfinftr nsin2alGn nihMsdr�LnsO:x-+,e,ia:s dean h enni inns.n�na,�ins 4451 St.Lucie Blvd. iIM-rtsehhxll.i',wamigcignw nrm-IrclliTes hnhd.lit iron Qiiim Grime h[IMkI/wrOnlpt,nLns S(mxh)wtwdm,b9Aso.bil¢rydrsel ws:mnddwelsiirl. Fort Pierce,FL 34946 �_(npolhi c 2016 A-I Raatyrossas-Anthony i.Tanha lll,P.E,Reprndoaine d1his damneit,in any him,is piohilitel wiibwt;Ae,ONn permission ham A-I Rwl Sasses-Ansdonyl.hobo lit f.I. i Job Truss Truss Type Qty Ply 69532 A02 Hip 1 1 A0096085 Job Reference(optional) ' Al Roof Trusses,Fort Pierce,I'L 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:34 2017 Page 1 ID:Y?e UsDo—tgy57AOxk Ei GklzrTai-hCcKPst9h8aminAkS VLC8uc2g bXOQQfcwgnAW 2ydjPp r2-0-0 7-3-2 13-7-13 21-0-0 23-0-0 27-6-8 35 6 9 44-M 2-0-0 7-3-2 fi-0-11 7 4-3 2-0-0 4-6-8 8-0-1 8-5-7 5x6: 6x6 6.00 F12 Dead Load Deff.=1-1116 in 6 7 1.5x4 II 4x6- 5xl0 MT20HS WB: 5x10 MT20HSI- T 48 5 6 SB19 W4 I 3x4 3x8- 4 W9 10 3 2 io 4 1 i! W3 L7x10 15 14 °j 1 MT20HS= 26 27 i 12 3x10 7x10 MT20HS= 13 12 \Ifl 2 11 5x10 MT201-ISZ: -� 19 18 17 3.00 1L2 - 1.5x4 II 3x6= 4x6= 2x4 II 3x10 7-3-2 13-7-13 21-0-0 27 6-8 VON 44-0-0 6 4-11 7 - 6-6 8 8-5-7 Plate Offsets(X,Y)— [4:0-5-0,Edge],[7:0-3-12,0-2-121,[9:0-5-0,Edge],[11:0-0-10,Edge],[14:0-4-8,0-3-41,[15:0-4-4,0-1-81,[16:0-2-12,0-3-4] LOADING(psf) SPACING- 2-M CST. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) -0.65 17 >814 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -1.68 12-14 >314 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 1.12 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.93 17 >567 240 Weight:245 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31'Except' T2:2x4 SP M 30,T3:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 30*Except* 2-19=-2162/2824,5-16=-1441/2155, B1,B2:2x4 SP No.2,B5:2x4 SP M 31 15-16=-4176/5924,15-26=-1650/2901, WEBS 2x4 SP No.3*Except* 26-27=-1650/2901,14-27=-1650/2901, W3,W2:2x4 SP No.2 13-14=-4211/5420,12-13=-4214/5387, OTHERS 2x4 SP No.3 11-12=-4202/5403 WEDGE WEBS Right:2x4 SP No.3 3-19=-1694/1469,5-15=-3215/2695, BRACING- 6-15=-774/1119,7-15=-158/336, TOP CHORD 7-14=-2123/2376,8-14=470(136, Structural wood sheathing directly applied. 10-14=-1064/1249,10-12=0/297, BOT CHORD 16-19=-2522/3294,3-16=-1961/3039 Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing:16-18 NOTES- WEBS 1)Unbalanced roof live loads have been considered 1 Row at midpt for this design. 7-14,10-14,16-19,3-16 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) 2 Rows at 1/3 pts 5-15 Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; MiTek recommends that Stabilizers and required in Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) cross bracing be installed during truss erection, and C-C Exterior(2)zone;cantilever left and right accordance with Stabilizer Installation guide. exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ~REACTIONS. (lb/size) DOL=1.60 plate grip DOL=1.60 2 = 1911/0-8-0 (min.0-24) 3)Provide adequate drainage to prevent water 11 = 1752/Mechanical ponding. Max Horz 4)All plates are MT20 plates unless otherwise 2 = 259(LC 11) indicated. Max Uplift 5)Plates checked for a plus or minus 0 degree 2 = -689(LC 12) rotation about its center. 11 = -615(LC 13) 6)This truss has been designed for a 10.0 psf bottom Max Grav chord live load nonconcurrent with any other live 2 = 1911(LC 1) loads. 11 = 1752(LC 1) 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a FORCES. (lb) rectangle 3-6-0 tall by 2-M wide will fit between the Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord and any other members,with BCDL= when shown. 10.Opsf. TOP CHORD 8)Refer to girder(s)for truss to truss connections. 2-3=-3263/2635,3-4=-6630/5102, 9)Provide mechanical connection(by others)of truss 4-5=-6544/5117,5-6=-3364/2721, to bearing plate capable of withstanding 100 lb uplift at 6-7=-2935/2584,7-8=-484314164, joint(s)except(jt=lb)2=689,11=615. 8-9=-4729/3794,9-10=4837/3775, 10-11=-5981/4797 LOAD CASE(S) BOTCHORD 2-19=-2162/2824,5-16=1441/2155, Standard Om4-Picoti>oy^E!mu.tM'41 t"r"1iCSk'>nEilEf'}EU9tt'L4:i((Isgi7+S IF.iCai{C7!aiSESC9i76ii1E'Mn,inlE kCp Fens�itod r!d uk:w ps!m!6!s,+:n•icyQCE,c.I de FfirgT.':fGio 4rEh!nfrf ArnithrzrsL r%n:uinsst!uel nEeTA,nfr u!Pao nM iUf!m=ks5!dM(M ECppMfl(d J!trYN'riJrl ikC.,`.C.:EIGtE(:�nflr-11M'NNyTGDRRN!#!tl7.2P!P IFm/PSi.:Ntl'! r:t;y9ii's�tf EC(NlltlEtNht 4ifjliTNn%!�h'FNSht E}DN[.RIP IPIT.':N kS�rii.f1QLEIIlhr Sv/6H5.3fLEf", Anthony'T.Tombo ll:,P.E. .tsMmsslatN,Swt�aynmrrtpK:-1lbo.. frC..'N.empd.r.req �.wa�r��.aar,kSt I>±Ittdlitiry:LadiflI.Nglrrdd6tl6siee Mra�lRLsany�3rcr.®rtpe,k4me•dY.xy!kInNew itt0 =80083; 9P InRny rtsgar.NlrFwxtt.1b."do.h.T:6RtrNiNi".fF.Ed'nts lht WqU.P•&self Mx€ztiN T6TjpEis Flue Mim rah—gEr1-0 rrch-EAi k'RNAtIt!jNS11d!i NI A9tsfkt hff9tti{af.Ifxi![asN kfttfrat*nnwadsewx,Nlese 4451 St.Lucie Blvd, kENH[t k(ntr41 t C6ead ejNr Rf!h s!tOi Et lryO'uri 91t111A'Sfl!ry5Ods4flkjRt%ss�1i$f r.r4:eyfshar..a tnn:fshnbytte;dey iNtni,ta!gesdh,zm rs t:d a trEE, Fort Pierce,FL 34946 Upyrig111v2016 A-I iecflams-h1l,eq Llombo 111,P.E A�rado!tioa ciihis domaeni.in aoyfaim,is prokibited.itheei i6e•riven primissiockom A-1 ieoi T!csses-Ani6ceyl.Tocbo IIL V.E Job Truss Truss Type Qty Ply 69532 A03 Hip 1 1 LbA0096086 Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:35 2017 Page 1 I D:Y?eUsDo_tgy57AOxkEiGklzrTai-9OAidCunSRidKxlwODsRg58CJ?t99tK19KW k2VydjFo r2-0-Q 7-3-14 13-9-1 19-0-0 25-0-0 29-6-8 36-0-9 44-0-0 2-0-0 7-3-14 6-5 3 5-2-15 6-0-0 4 6-8 7-0-1 7-5-7 5x6= 5x10 MT20H5; 6.00 F12 Dead Load Dell.=1-1/8 M' 6 7 1.5x4 II 4x6- 5x10 MT20HS, 5xl0 MT20HS-i 4 S 5 T W6 9 W4 3x6,:�- 4 W5 3x4�:• � 3 2 1d0 0 0 W3 5 9 10x10= 14 25 26 13 4 2 3x8= 7x10 MT20HS= rs ell 12 2 11 4 0 1.5x4 II o 18 17 16 3x6= 4z6= 20 11 3.00112 3xl0 zzz 7-3-14 13-9-1 19-0-0 29-6-8 36-0-9 44-0-0 7-3-14 6-5 3 5-2-15 10-6-8 7-0-1 7-5-7 Plate Offsets(X,Y)— [3:0-2-8,0-1-8],[4:0-5-0,Edge],[6:0-3-0,0-2-0],[9:0-5-0,Edge] [11:0-0-10,Edge],[13:0-4-8,0-3-41,[15:0-4-0,0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.66 13-14 >794 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.82 13-14 >289 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.94 11 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MS Wind(LL) 0.82 12-13 >644 240 Weight:239 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except' T3:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 31'Except' 2-18=-2157/2844,5-15=-1340/1944, B1:2x4 SP No.2,B2:2x4 SP No.3 14-15=-3577/5184,14-25=-1883/3082, WEBS 2x4 SP No.3`Except' 25-26=-1883/3082,13-26=-1883/3082, W3:2x4 SP No.2 12-13=-4227/5439,11-12=-4212/5416 WEDGE WEBS Right:2x4 SP No.3 3-18=-1540/1345,5-14=-2433/2049, BRACING- 6-14=-872/1220,7-14=-1 51/306, TOP CHORD 7-13=-2050/2421,8-13=-407/644, Structural wood sheathing directly applied. 10-13=-796/1007,15-18=-2466/3234, BOT CHORD 3-15=-1413/2323 Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing:15-17 NOTES- WEBS 1)Unbalanced roof live loads have been considered 1 Row at midpt for this design. 5-14,7-14,7-13,15-18,3-15 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) MiTek recommends that Stabilizers and required Vasd=124mph;TCDL=S.Opsf;BCDL=5.Opsf,,h=25ft; cross bracing be installed during truss erection,in Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) accordance with Stabilizer Installation guide. and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members REACTIONS. (lb/size) and forces&MWFRS for reactions shown;Lumber 2 = 1909/0-8-0 (min.0-2-4) DOL=1.60 plate grip DOL=1.60 11 = 1753/Mechanical 3)Provide adequate drainage to prevent water Max Horz ponding. 2 = 237(LC 11) 4)All plates are MT20 plates unless otherwise Max Uplift indicated. 2 = -671(LC 12) 5)Plates checked for a plus or minus 0 degree 11 = -597(LC 13) rotation about its center. • Max Grav 6)This truss has been designed for a 10.0 psf bottom 2 = 1909(LC 1) chord live load nonconcurrent with any other live 11 = 1753(LC 1) loads. 7)'This truss has been designed for a live load of FORCES. (lb) 20.Opsf on the bottom chord in all areas where a Max.Comp./Max.Ten.-All forces 250(lb)or less except rectangle 3-6-0 tall by 2-0-0 wide will fit between the when shown. bottom chord and any other members,with BCDL= TOP CHORD 10.Opsf. 2-3=-3283/2626,3-4=-5864/4500, 8)Refer to girder(s)for truss to truss connections. 4-5=-5778/4514,5-6=-3550/2862, 9)Provide mechanical connection(by others)of truss 6-7=-3135/2676,7-8=-5139/4332, to bearing plate capable of withstanding 100 lb uplift at 8-9=-5001/4002,9-10=-5135/3986, joint(s)except Qt=1b)2=671,11=597. 10-11=-5992/4790 BOTCHORD 2-18=-2157/2844,5-15=-1340/1944, LOAD CASE(S) 14-15=-3577/5184,14-25=1883/3082, Standard 25-26=-1883/3082,13-26=-1883/3082, 1Sasr•Wens err=pl!m.?dr'4ltArP9fS?>>^SELLa'i EG9e['WSLrUCl'�fS:P.1J!;"t9r0�lEAD�:i7K'fA1'dio,tes3r ktia rcexdrsea nse esw,oa isnaCn:ipdrhriiG;ssihs tnssnT.'sr3e@,/t.4Mrsu Skdkdcrc ns.LY,ssr.,sy,�iuxc?t6,nh m'n: r:a:k a �mrd�,dae.r+s:r�nt'w rfiukrsr xtssecnarlGCrrnsm:u¢nsarterdnnd anmr�pm r46aryd&srsr4l sriafanrr}tni.. ar7.iuGe�nspm:.�r een :; AnthonyT.Tombo III P.E. ad rcedmsinuh or Wfarss rrrnWmrfd•3sui.sis C.xeisedwLd�nl,rsL{><txrLsrpn,wrxsafas d:U,de�mrNhcd/nder:s8 altf111xgperddde l.DMntSd! die ns,viialx�f.>;.mge,s.hlw alkeatskFl 6r rux.yrY -80Q$3 f 3e tsdmrtiapr.Ulr4dI 21sres s9Wssd"'t"he tsxtsn vrrySsmn t!x ts4g lrc7ns:Sd+'rh"sr¢mn r6(;ryt!n>dtrftinl Sftf ne sehint�hsrnni mr>2.tA-!lines ie iegc dtrs,:i r�i,sdMr-.ss Dni,nsr:Jnn L§ki�fr ttus'nn Y.>,drenx,n7ess stnaiu pind>/e(eT='eq ag,elq,epnlripd;rr'es;<rd.rl.?lnmssesipFipxscABI R<rw§br Wtp+x.ar?ss;(sdn Lsaeadc,lrEry.A7 rf}kaeluir.eend:SelanFl. 4451 St...ueie Blvd. to i PtTAfa02016 A-110 . .. Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply 69532 A04 Hip 1 1 A0096087 - Job Reference(optional) ' Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:35 2017 Page 1 I D:Y?eUsDo_tgy57AOxkEiGklzrTai-9OAidCunSRidKxlwODsRg58D6?uA9tG19KW k2VydjPo 2-0-0 8-1-12 15 9-1 17-0�0 22-0-0 27-" 31-6-8 37-6-9 44-0-0 �2 -1-12 7-7 4 1-2-15 5-0-0 5-0-0 4-"8 6-0-1 6-5-7 6.00 F12 2x4 II 5x6 11 1.5x4 11 5x10 MT20HS; Dead Load Defi.=1 in 5 6 7 8 5x10 MT20HS�- 1 5x6 WBi q T 9 3x4!;r- 4 4 3 W55 3x4 0 1dO W2 5 �` n 14 13 c? 2 3x8= 7x10 MT20HS= - W �1 12 0 1.5x4 ! d 18 17 16 I 3z10 3x6= 4x6= 3x4 II 3.00112 i i 8-1-12 15 9-1 22-0-0 31 6-B 37-6-9 44-0' B-1-12 7-7-4 6-2-15 9-6-8 6-0-1 6-5-7 Plate Offsets(X Y)— [4:0-3-0 Edge] [9:0-5-0 0-3-0] [11:0-0-10,Edge],rl3:0-4-8,0-341,[15:0-2-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.54 13-14 >978 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -1.53 13-14 >345 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.74 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.72 12-13 >731 240 Weight:248 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30'Except- T3:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 30'Except' 2-18=-2110/2833,5-15=-355/588, B1:2x4 SP No.2,B2:2x4 SP No.3 14-15=-2015/3252,14-25=-2062/3250, B4:2x4 SP M 31 25-26=-2062/3250,13-26=-2062/3250, WEBS 2x4 SP No.3*Except* 12-13=4199/5425,11-12=-4178/5394 W3:2x4 SP No.2 WEBS OTHERS 2x4 SP No.3 3-18=-968/925,15-18=-2256/2995, WEDGE 3-15=-262/812,6-15=-1351/1514, Right:2x4 SP No.3 6-14=-242/519,7-14=-337/393, BRACING- 8-14=-213/538,8-13=-2040/2433, TOP CHORD 9-13=-375/583,10-13=521/716 Structural wood sheathing directly applied or 2-2-0 oc purlins. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 3-7-12 oc bracing. for this design. Except: 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) 10-0-0 oc bracing:15-17 Vasd=124mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft; WEBS Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) 1 Row at midpt 15-18,8-13 and C-C Exterior(2)zone;cantilever left and right MiTek recommends that Stabilizers and requi7,n exposed;end vertical left exposed;C-C for members crass bracing be installed during truss erectioand forces 8e MWFRS for reactions shown;Lumber accordance with Stabilizer Installation uide. D Provide plate grip D drainage 3)Provide adequate drainage to prevent water REACTIONS. (lb/size) ponding. 2 = 1908/0-8-0 (min.0-2-4) 4)All plates are MT20 plates unless otherwise 11 = 1755/Mechanical indicated. t Max Horz 5)Plates checked for a plus or minus 0 degree 2 = 216(LC 12) rotation about its center. Max Uplift 6)This truss has been designed for a 10.0 psf bottom 2 = -652(LC 12) chord live load nonconcurrent with any other live 11 = -577(LC 13) loads. Max Grav 7)'This truss has been designed for a live load of 2 = 1908(LC 1) 20.Opsf on the bottom chord in all areas where a 11 = 1755(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL= j Ib FORCES. (lb) 10.Opsf. Max.Comp./Max.Ten.-All forces 250(lb)or less except 8)Refer to girder(s)for truss to truss connections. when shown. 9)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 100 lb uplift at 2-3=-3274/2588,3-4=-4155/3214, joint(s)except at--lb)2=652,11=577. 4-5=-4051/3244,5-6=-411013494, 6-7=-3486/2916,7-8=-3486/2916, 8-9=-5423/4493,9-10=-5400/4211, LOAD CASE(S) 10-11=-5973/4742 Standard BOT CHORD 2-18=-2110/2833,5-15=-355/588, eaztr•Phnrrzpl+tirira Ht'411_z RCS'>i(SEtf!i'k EFAtre[T:tu:i(DNliNB(F;ii4{'69!0'It:scDi;'J'K'31'hm.I!rh trcF rnrss.ns ci se6 edna ps;rtn[:in:migilDi!n!I4!7ss50-n,1.isra B,rt.l!fn!u!A!n Mue ne.�rss e_*+a•iu sbi a;ke?C4;nlr W`:eioev WfIr ns i-AI.f'Mbi rdA. ik Msig n;oC s.,Wll--[-a -hiF-ft Anthony T.Tomba 111,P.E. (m chrnnh' s80083,Hlcthi e.tfa!!nd(teeahr.)Daz;sd aimtlrnDat6!rs�Ees�pui!`+nsfAr[wNcrrbv}mdSde9 h#effin S6P,plfiskAt}Nett SL,lmsehieuNM.rxN pi4v e,M!bmnf,nyec!A'uWima elkr sPrsii tN.N?p fqY..WTnssxmdeaxu,ssless 4451 St_Lot;iE BIVd. wMraisr gVne(i14(terra VIdpe hr1::9{ir d:rCiS 40,c 11 * 10pbraesisVto trzmruspK h6.ess;Mab;hrerdm Meer,X-Qrmohmmu 16WnIN-I, � Fart Pierce,FL 134940 fopyrii4l(Z i018 A-1 RoolLasxs-Aastreip l.lam6o III,P.L itprndndioa al lAis domment.in aay{mm,is pmiibited.l6acl16e wlinen pirmiisine isemA-i inoi lnssrs-Anlhesyl.iocSu llt,P.E ! Job Truss Truss Type Qty Ply 69532 A05 Hip 1 1 LbA0096088 Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:36 2017 Page.1 I D:Y?eUsDo_tgy57AOxkEiGklzrTai-dak4gYvQCIgUy5K7awNgDJhP2PFWuLhuN_GHbxydjPn 2-0-0 3-2-0 8-7-0 15-0-0 15-7-3 22-3-9 29-M 33-6$ 38-6-9 44-0-0 12 0-0 3~-2-0 5-5-0 6-5-0 0-r7j3 6-8-7 6-8-7 4-6-8 5- 2x4 II 6.00 12 5x6—_ Dead Load Defl.=1/2 in 3x8= 5x6 5 6 7 8 6x6 4 5x6 T g 4 4kVr7 -12 3x4 W 3 1.5x4= c? T. 10 3 $8 m 2 11 6x8= 12 N 0 1 23 22 5x6 110 5x6= 4x8= 21 20 18 17 q6 15 14 6,8= 3x6= 4x8= 3x6 II 3x6 zzz 3x6- 1.5x4 II 5x6 I I 3.00 12 4.57 12 1.5x4 II 15-7-3 12-0 6-7-0 12-" 15-" 7-9 22-3-9 28-11-10 2 -0 33-6-8 44-0-0 3-2-0 5-5-0 3-11-0 2-"0 7 6-8-1 6-8-1 -6 46-0 10-5-8 M-6 Plate Offsets(X,Y)— [4:0-3-0 0-3-41 [5:0-3-0 0-2-01 [6:0-2-8 0-1-01 [8:0-2-3 Edge] [9:0-3-0 0-3-0] [11:0-0-10 Edge] [13.0-2-8 0-2-121 [18:0 2-4 0 2 81 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.29 12-26 >621 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.75 12-26 >241 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) 0.04 17 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MS Wind(LL) 0.10 22-23 >999 240 Weight:279 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2*Except* WEBS B4,B6:2x4 SP No.3 4-22=-585/854,15-18=-4471700, WEBS 2x4 SP No.3 7-18=-922/879,7-15=-313/417, BRACING- 13-15=-585/782,7-13=-496/623, TOP CHORD 9-13=-865/867,9-12=-163/478, Structural wood sheathing directly applied or 5-3-7 oc 10-12=-981/1268,3-23=-140/345, pudins. 5-18=-1 030/1006,5-22=-1 241/1182, BOT CHORD 3-22=-992/940 Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 3-9-0 oc bracing:6-17 NOTES- WEBS 1)Unbalanced roof live loads have been considered 1 Row at midpt 7-18,5-22 for this design. MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) cross bracing be installed during truss erection,in Vasd=124mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft; accordance with Stabilizer Installation guide. Cat.II;Exp C;Part.Encl.,GCpi=0.55;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left REACTIONS.All bearings 0-9-9 except Qt=length) and right exposed;end vertical left exposed;C-C for 14=0-8-12,11=Mechanical,2=0-8-0. members and forces&MWFRS for reactions shown; (lb)-Max Horz Lumber DOL=1.60 plate grip DOL=1.60 2=196(LC 16) 3)Provide adequate drainage to prevent water Max Uplift ponding. All uplift 100 lb or less at joint(s) 4)Plates checked for a plus or minus 0 degree except 17=-1191(LC 12),14=835(LC 8), rotation about its center. 11=-306(LC 13),2=-221(LC 12) 5)This truss has been designed for a 10.0 psf bottom Max Grav chord live load nonconcurrent with any other live All reactions 250 lb or less at joint(s) loads. except 17=2053(LC 19),14=1265(LC 24), 6)'This truss has been designed for a live load of 11=489(LC 20),2=411(LC 23) 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the FORCES. (lb) bottom chord and any other members,with BCDL= Max.Comp./Max.Ten.-All forces 250(lb)or less except 10.Opsf. when shown. 7)Refer to girder(s)for truss to truss connections. TOP CHORD 8)Bearing at joint(s)2 considers parallel to grain value 2-3=-930/738,3-4=-175/270,4-5=-95/331, using ANSI/rPl 1 angle to grain formula. Building 5-6=-556/972,6-7=-547/972, designer should verify capacity of bearing surface. 7-8=-395/544,8-9=-560/659,9-10=-297/2, 9)Provide mechanical connection(by others)of truss 10-11=-1055/1056 to bearing plate capable of withstanding 1191 lb uplift BOT CHORD at joint 17,835 lb uplift at joint 14,306 lb uplift at joint 22-23=-525l776,19-22=-1104/1273, 11 and 221 lb uplift at joint 2. 19-30=-1104/1273,18-30=-1104/1273, 17-18=-1917/1909,6-18=-377/410, S LOAD CASE 13-14=1210/1275,8-13=-593/709, ( ) 12-13=-132/494,11-12=-828/930, Standard 2-23=-581/900 WEBS 4-22=-585/854,15-18=447/700, ±sc�rrtase .«rin er'(l rs�rnrn;v;stu!rk axirs[r[zu:a m�;ais tnrca(utmitsroat:�wwrma.r±±>r trcp in±xds±sa:me.x±:a e�i rn±±(enpirrm yICS;aIY±:Ascs.r.hc�s iq,i:.hmun ldetl te(ne rse fir;disrsbt�rl ata'r9:atr .@,141: Iten is>',Mtu hrILI n W a):s If.,ks,p5li.."e,4KOT up a± xoglGDrevest�±azupvredD±rduunl±q++ami:a1-it+lh4± e±stpd6tsiglll scam! GrT4.1iw±, M4.;irhsipes:Mb theal,4k sAt,bn r4ard6nl t,a.r>+t uytr awm.sn±oRtr.erc.:zrsv �±tr�dan,rdlx 1tr ht Anthony T.Tombo III,F.E. ' °9 i Rm.npx±i Mdi>•:t(,3t ts.si e±lnd ldbef±s2 Frl.Ixyptrddhtl way'.u7f td#t n.4 iivtvl dal,Cuye,a9e1'mavdt:a�±hp l±h,±yssiiK3rd 3 60083 It laby gr:y,.e>lkeuof�x.!]aa;sd±+ivt±r177ae hr i(A:es¢t�4±eesdfitrnNvi(gas4•SdYslr!aedindW,ptfis5dtr:yudSlU ae,d±resKhr Frrd{sil ilr4;lrne53±,eq±:,vMr±rt#hes Efirf�ssMsynrinn(atee[tiaert at;msearhdam,al±ss 4451 St.i.u[ie Blyd, a:h±.fummeiitr(a;,orgnfgan.,mgndamsv,elr4'tet•nsg±d}sFsprrngl.ketrtml±slpY,x[rsllshn!gaa±dmlerlis}S'v{A±:drd;re;mr:a±•aialiu.Enpyright Q 2016 A-IBooii±essts-Amhncyl.I=Lo III,P,E.hpmdudicn aphis do±nment•in eny ram;is pmhihitedwithout the rtrinen petmiss:ap firm A-t tool7rones-Anthncyl,imhe III:P.E Fort Pierce,FL 34946 Job Truss Truss Type Oty Ply 69532 A06 Hip 1 1 Jo A0096089 b Reference o tional ' Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:37 2017 Page 1 I D:Y?eUsDo_tgy57AOxkEiGklzrTai-6nlS2uw2z3yLZEvJBewmWEZKpaldtu2cd?g7NydjPm 3-2-0 8-1-0 13-M -0r0 22-3-4 30-6-8 314-0 35-6-11 44-0-0 -3-4 8-3-4 01 4-6-8 8-5-8 • 3x8= 3x6 11 Dead Load Defl.=5/16 in 6.00 12 5x6=3x6 II 4x6= 5x6= � 1.5x4 11 6 7 8 9 10 11 3x6 i W4 1.5x4 II 5 T W7 W10 12 3x4 4t El{ 4 c? 315 o 15 ;.. 0 1 25 24 tid 6z8= 14 - ....:. 1 13 v 1� Sx8= o 5x6= 4x8= P3 22 20 19 18 17 16 6x8= 3x6= 3x6 II 3x6 4.57 12 3x6 If 4x8= 3 00 12 4x6 1.5x4 If 1.5x414+0 14-0-0 i 3-2-0 8-1-0 12-" 13-0-0 i 22-34 IL34 30 E- r¢-8 35. 8 44�0 3-2-0 4-11-0 4-5-0 7-11-4 -0 5-0-0 8-5-8 1-M 0-4-0 Plate Offsets(X,Y)— [6:0-3-0,0-2-01,[9:0-3-0,Edge],[11:0-3-0,0-2-01,[12:0-3-2,0-0-41,[13:0-0-14,Edge],[14:0-2-8,0-2-81,[15:0-2-8,0-2-81,[20:0-2-8,0-2-41 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.14 14-28 >999 360 MT20 244/190; TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.44 14-28 >374 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(TL) 0.03 19 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.29 14-28 >556 240 Weight:272 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2`Except* T5:2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP No.2*Except* 24-25=-504718,21-24=-901/1047, LOAD CASE(S) B4:2x4 SP No.3 20-21=-901/1047,19-20=-1841/1932, Standard WEBS 2x4 SP No.3 7-20=-504/681,15-16=-1126/1110, BRACING- 10-15=-775/1037,14-15=-346/510, TOP CHORD 13-14=-6441755,2-25=-558/838 Structural wood sheathing directly applied or 5-8-6 oc WEBS purlins. 8-20=-1116/1122,8-17=0/337, BOT CHORD 8-15=-438/347,12-14=-731/1037, Rigid ceiling directly applied or 3-2-14 oc bracing. 11-1 5=-322/121,11-14=-1671/1522, Except: 3-25=-128/333,6-20=-789/676, 4-0-0 oc bracing:7-19 6-24=-1007/961,5-24=-481/701, WEBS 3-24=-933/877 1 Row at midpt 8-20,8-15,11-14,6-24 NOTES- MiTek recommends that Stabilizers and required 1)Unbalanced roof live loads have been considered cross bracing be installed during truss erection,in for this design. accordance with Stabilizer Installation guide. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft; REACTIONS.All bearings 0-8-0 except Qt=length) Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS 13=Mechanical,16=0-6-8. (envelope)and C-C Exterior(2)zone;cantilever left (lb)-Max Horz and right exposed;end vertical left exposed;C-C for 2=175(LC 12) members and forces&MWFRS for reactions shown; Max Uplift Lumber DOL=1.60 plate grip DOL=1.60 All uplift 100 lb or less at joint(s) 3)Provide adequate drainage to prevent water _ except 13=-391(LC 13),19=-1141(LC 9), ponding. `r 16=-733(LC 8),2=-227(LC 12) 4)Plates checked for a plus or minus 0 degree Max Grav rotation about its center. All reactions 250 lb or less at joint(s) 5)This truss has been designed for a 10.0 psf bottom except 13=546(LC 20),19=1767(LC 19), chord live load nonconcurrent with any other live 16=1194(LC 24),2=397(LC 23) loads. 6)'This truss has been designed for a live load of FORCES. (lb) 20.Opsf on the bottom chord in all areas where a Max.Comp./Max.Ten.-All forces 250(lb)or less except rectangle 3-6-0 tall by 2-0-0 wide will fit between the when shown. bottom chord and any other members. TOP CHORD 7)Refer to girder(s)for truss to truss connections. 2-3=-889f716,5-6=-07/276,6-7=463/830, 8)Bearing at joint(s)2 considers parallel to grain value 7-8=-445/823,11-12=1207/1492, using ANSI/TPI 1 angle to grain formula. Building 12-13=-919/953 designer should verify capacity of bearing surface. BOT CHORD 9)Provide mechanical connection(by others)of truss 24-25=-504/718,21-24=-901/1047, to bearing plate capable of withstanding 391 lb uplift at 20-21=-901/1047,19-20=-1841/1932, joint 13,1141 lb uplift atjoint 19,733 lb uplift atjoint 7-20=-504/681,15-16=1126/1110, 16 and 227 lb uplift at joint 2. 1 0-1 5=-7 7 511 037,14-15=346/510, 13-14=644/755,2-25=-558/838 . W-q Tt4:t r:.4!nm¢YenQetartne l@!:s E:n4efiduYe iGt:a1+ W'da .n+rlas sh'-Qe n•ih¢hlCrpMn'3 ss¢r+ale:n'spec pa.,`frcie["aenr;^_e:¢tlua11c6nzeursnc:gzx¢iee rfe.sw,gnmq;r:p,:atim(atrvuafiesoytst�ste�+almmr6nt,;wsa ttu.'4reaup ns atmcls#er,rr€ns,vLsv; Anthony T.Tombo 111,P.E. zd nea Msfm!In¢grsllgntYtt;tnust't!atle0rea;Ae tax¢fs urzl7lq¢tlemk3sr6¢yee.u6e¢ taNs 6(,SeB mnl,a ldenl;efezi�l.Tsegpxdae¢Ll¢i eq'uN,¢oderasa[binl f®dsl.mrtp,a7aCxnnQrzaq 4¢ENr.'Pn<.arya' 80083�eQ.wq:rs�s:wr,mne.aa,rsaslnlMro�Qr.rrkrn�r s,naeel�ugn sdersn>,rm:eacrpx�sQUQr nnlse3nercrreu�afaQ.n,,an:em, enden;pru�r ,�Qt�;:saht sseurne:rrsseh .rraaws,.a r+m,er,nsnc 44515t.E.u&!Blvd. ¢daaln g5rd n¢Im:r7 xyeHgtt nn:hgh er;re,'en seepr!'t¢Lns 7estpti 'r.tlll dt pi{:q tnkse.n rrns Qrma ignnt da,QuGx1,t.¢gil.tliteesn¢s ie`<el n1FFl, Fort Pierce,FL;3a946 Copyrilkl02016 A-1 foolieasses-Mh"yl.lo.6o 111,P,E Aap¢oduainn a116itdonacrt.io anprnm,is pra6ibiled.Ahoollhe wut!eo pnmissioabom A-1 looi irotses-Am6c¢yl.Torbo 111,P.E L F69532 Truss Truss Type oty Ply A0096090 A07 Hip 1 1 Jab Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:37 2017 Page,1 ID:Y?eUsDo tgy57AOxkEiGklzrTai-6nlS2uv2z3yIZEvJBewmWEZppaLdnP2cd?g7NydjPm -2-0-0 3-2-0 11-0-0 14-0-0 22-34 30-6-8 33-0-0 37-0-8 44-0-0 2-0-0 3-2-0 7-10-0 3-0-0 8-3-4 8-3-4 2-5-8 4-6-8 3x8= Dead Load DeB.=1/4 in Sx8= 3x4 11 4x6= 2x4 11 Sx6= 6.00 F12 4 5 6 7 8 g 1.Sz4 II W6 W9 10 3x4� 2 r' I 4 0 3 T 0 � 3 nIn ?[1 2 23 6x8= 12 11 cel� Sx6= 21 20 17 16 15 14 5x8= 4x4= 6x8= 3x6= 3x6 11 3x6 3x6%4 57 12 3x6 11 4x8= 3.00 L12 1.5x4 11 1.Sx4 II 14-0-0 33.0-0 3-2-0 11-M 12& IM-0 2234 i 30-3-4 30r¢-8 r 37-6-8 44-0-0 r 3-2-0 7-10-u 1-6-0 1-6-0 7-11-4 4-6-8 6 5-8 Plate Offsets(X Y) 14:0 6-0 O 2 8] [7.0 3 0 Edge] 18:0-2-0 0-0-4] 19.0-3-0 0-2-0] 111.0-0-10 Edge] [12 0-2-8 0-2-8] [13 0-2-8 0-2-8] 117:0-3-0 0-0-8],[18:0-2-8,0-2 4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(ILL) -0.13 22-23 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.37 22-23 >459 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.06 17 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MS Wind(LL) 0.15 22-23 >999 240 Weight:261 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2`Except* T1:2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP No.2'Except' 22-23=-588l767,19-22=-790/1009, LOAD CASE(S) B4:2x4 SP No.3 18-19=-79011009,17-18=-1877/1951, Standard WEBS 2x4 SP-No.3 5-18=-379/511,13-14=-1251/1259, BRACING- 8-13=-431/595,12-13=-373/505, TOP CHORD 11-12=-490/644,2-23=-602/885 Structural wood sheathing directly applied or 2-2-0 or WEBS purlins. 4-22=-53/384,4-18=-1161/1043, BOT CHORD 15-18=-290/268,6-1 8=-1 277/1280, Rigid ceiling directly applied or 4-8-2 cc bracing. Except: 6-15=-13/380,13-15=-313/407, 4-0-0 cc bracing:5-17 6-13=-641/468,9-13=-668/673, 6-0-0 cc bracing:19-22 10-12=5761833,3-23=-56/403, WEBS 3-22=-1538/1604,9-12=-1382/1309 1 Row at midpt 15-18,6-18,13-15,6-13,3-22 NOTES- MiTek recommends that Stabilizers and required 1)Unbalanced roof live loads have been considered cross bracing be installed during truss erection,in for this design. accordance with Stabilizer Installation cli jide. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft; REACTIONS.All bearings 0-8-0 except Qt=length) Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS 14=0-6-8. (envelope)and C-C Exterior(2)zone;cantilever left (lb)-Max Horz and right exposed;end vertical left exposed;C-C for 2=155(LC 16) members and forces&MWFRS for reactions shown; + Max Uplift Lumber DOL=1.60 plate grip DOL=1.60 All uplift 100 lb or less at joints) 3)Provide adequate drainage to prevent water except 11=-305(LC 13),17=-1225(LC 9), ponding. 14=-850(LC 8),2=-168(LC 12) 4)Plates checked for a plus or minus 0 degree �- Max Grav rotation about its center. All reactions 250 lb or less at joint(s) 5)This truss has been designed for a 10.0 psf bottom except 11=441(LC 20),17=1782(LC 23), chord live load nonconcurrent with any other live 14=1323(LC 24),2=351(LC 23) loads. 6)'This truss has been designed for a live load of FORCES-(lb) 20.Opsf on the bottom chord in all areas where a Max.Comp./Max.Ten.-All forces 250(lb)or less except rectangle 3-6-0 tall by 2-0-0 wide will fit between the when shown. bottom chord and any other members. TOP CHORD 7)Bearing atjoint(s)11,2 considers parallel to grain 2-3=-9101708,3-4=-6881777, value using ANSUTPI 1 angle to grain formula. 4-5=992/1214,5-6=-948/1189, Building designer should verify rapacity of bearing 6-7=-216/491,7-8=-216/491, surface. 8-9=-256/507,9-10=-983/1177, 8)Provide mechanical connection(by others)of truss 10-11=-776/729 to bearing plate capable of withstanding 305 lb uplift at BOT CHORD joint 11,1225 lb uplift at joint 17,850 lb uplift at joint 22-23=-5887767,19-22=-790/1009, 14 and 168 lb uplift at joint 2. 18-19=-790/1009,17-18=-1877/1951, 5-18=-379/511,13-14=-1251/1259, Ztm.,hg-71-6.mssynn.fi"A i for Twin;uaa;alan 11M a 11ADI :n MILM!!wir,111e➢61MW%rlvn hnrr as{.p�.:a.r.N nr w=r..mllmsh.�pRcr'ryPre;m!n.[mnyt(.rl,c:rt.htn�s;�l.m.n,.t.im.nR.�>:,aht m e.aa,nl( f4laioat.}lu.rndikn<tir:ntip;vlsrdd.Ir.B.sang 6{oaa{.e.'.{emMG}ie�.,nerolnmrirf,'rgrt:Wra.rgemedtu{rcctiud ngrsrigrnna:dti!hr'atru,ndCz su{Hfm:fyGdnral�Anlr,.do1R(.rxlesy.nveryss,lais{u.L�ntsx5,ldaf Anthony T.Tombo III,P.E. u[rdh;imsfr vr4tl§yhne mpailmdta C..e,Sed.re.eA�elgrau aeW(�Oe;.ge,ia&e ureddh.nC4.n(W rkrreli,,&qc.4 utRid.Ik yNr+ddGr lCAal ary firUrrdtl.(ncs;ad.[igknTag Ace{e,hr.� .au{kua;.i8,k4 ns}Hsiiail{d BOD83 ne G'rar align ui l.tt.art.IReues stl.d'n fi0.lCC nl talnCim ni p:t;rndne4urry bcp.el waShldnadionp(1p{d44e11r rR nlSGA e.rAnrrrtWr{xsd(.irn:[.1(Fl ir(nes ne nflr[�lnn nl Gendls•lur,Ueigx,i¢n&fin hlnrtnilnsf�hd,:n.eAnf 4451 St.Lucie Blvd. rne:m.«hadMr(a.nenWedynanrxehrll.tinindsd.l6a rnrs Des!u Gghnis iglnewduy grsir,erLrs;9Am o{hr«m.gr1(�g.Llnindc.s ma;nr.s ddn{x it}I. Fort Pierce,FL 34946 6opyright02016 A-I Rodimsses-Arihony T.Tomha ill,P.E.Rtpsodaniaaoflfiisdmoment:h any fnrm,is A-I RodTasses-Woayi.Tamho ill:P.E. Job Truss Truss Type Qty Ply A0096091 69532 A08 Hip 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:38 2017 Page 1 I D:Y?eUsDo_tgy57AOxkEiGklzrTai-azrrFEwgkM4CBOTVhLQ81kmk_DOPMF?BrHlOfgydjPI -2-0-0I32 9-M 22-3-4 08 I22-0 39-6-8 1 611 - -0 3 i -0I 3J ,42-0-0i2 2-0 10-0 4 8 4-6-8 4-5 Dead Loadl Defl.=3/8 in 5x6= 3x4 11 3x8= 3x6= 3x4 11 _ 6.00 12 5 6 8 5x6 4 7 9 1.5x4 II W5 W8 10 ci 3 1 0 R9 Rs v 0 0 1 23 E50 13 r� 7x8= 22 21 18 17 16 15 5x8= 6x8= 3x6 11 3x6 4x8 5x6 II 3x6= 6x8= 3.00 12 3x6 zz 4.57 12 = 1.5x4 II 1.5x4 II i 14-4-0 3-2-0 9-0-0 12-6-0 14-0-Q 22-3-A 30-3-4 30r68 35-0-0 39.6-8 44-0-0 3-2-0 5-10-0 346-0 1-6-0 7-11-0 8-0-0 0- 4 4-5-8 0-4-0 Plate Offsets(X,Y)— [4:0-3-0,0-2-01,[9:0-3-0,0-2-0),[11:0-0-10,Edge),[13:0-2-8,0-2-81,[14:0-2-8,0-2-4),[18:0-3-0,0-1-01,[19:0-2-8,0-2-4),[23:0-5-12,0-2-al LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.25 20-23 >680 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.66 20-23 >257 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.08 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.16 20-23 >999 240 Weight:251 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30'Except' BOT CHORD B4:2x4 SP No.2 20-23=-476/560,19-20=476/560, LOAD CASE(S) WEBS 2x4 SP No.3 18-19=-1580/1706,5-19=465/647, Standard BRACING- 17-18=-382/54,16-17=-382/54, TOP CHORD 14-15=-1365/1404,8-14=461/640, Structural wood sheathing directly applied or 4-1-6 oc 13-14=-237/399,11-13=432/738, pu dins. 2-23=-501/950 BOT CHORD WEBS Rigid ceiling directly applied or 4-9-15 oc bracing. 4-19=-1147/1138,16-19=-65/295, Except: 6-19=-1204/1195,6-16=0/313, 4-6-0 oc bracing:5-18 14-16=-259/272,6-14=-774f730, WEBS 10-13=429/627,3-23=44W709, 1 Row at midpt 4-23=-1355/1600,9-14=-898/874, 6-19,14-16,6-14,4-23 9-13=-1047/1208 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in NOTES- accordance with Stabilizer Installation uide. 1)Unbalanced roof live loads have been considered for this design. REACTIONS.All bearings 0-8-0 except Qt=length) 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) 15=0-6-8. Vasd=124mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25ft; (lb)-Max Horz Cat.II;Exp C;Part.Encl.,GCpi=0.55;MWFRS 2=121(LC 11) (envelope)and C-C Exterior(2)zone;cantilever left Max Uplift and right exposed;end vertical left exposed;C-C for All uplift 100 lb or less atjoint(s) members and forces&MWFRS for reactions shown; except 18=-1088(LC 9),15=-934(LC 8), Lumber DOL=1.60 plate grip DOL=1.60 11=-352(LC 13),2=-258(LC 12) 3)Provide adequate drainage to prevent water Max Grav ponding. All reactions 250 lb or less at joint(s) 4)Plates checked for a plus or minus 0 degree except 18=1664(LC 22),15=1371(LC 24), rotation about its center. 11=491(LC 20),2=401(LC 23) 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live FORCES. (lb) loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except 6) This truss has been designed for a live load of when shown. 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2-3=-972/756,34=-1228/1224, bottom chord and any other members. 4-5=-858/1188,5-6=-802/1167, 7)Bearing atjoint(s)11,2 considers parallel to grain 6-7=400/658,7-8=400I658, value using ANSI/TPI 1 angle to grain formula. 8-9=451/684,9-1 0=-1 046/1068, Building designer should verify capacity of bearing 10-11=-851/710 surface. BOT CHORD 8)Provide mechanical connection(by others)of truss 20-23=476/560,19-20=476/560, to bearing plate capable of withstanding 1088 lb uplift 18-19=-1580/1706,5-19=-465/647, at joint 18,934 lb uplift at joint 15,352 lb uplift at joint 17-18=-382/54,16-17=-382/54, 11 and 258 lb uplift at joint 2. 14-15=-136511404,8-14=-461/640, x�,g-flmsmirzrtlTrzrv.6e'111gg;ilEi4i;SF1EIo7131(IlYS6LMPg@1S;aS!gY{fOfdS:rC[98tlleYiki'hnWily ftupKe "IMmiullaNtTmh:ipCrteg7MedYtemryl.Ic4kF-D&iSMiMNene.Id-Off—OMaaft!).td1 Winr.�omopldes sidl krsef4!Seukrd:L 4eLns{esg getTs,�000k7 GpG:isinvrlMrgrt:Nimeerpaoedno pd:sieod npcerolrormaLy hrSe/odpdge surltlm:hrxtlnfi:lg4ury,eeln lRl.Ikhsip nnepnl Yetg¢riders,swnlCeT Anthony T.Tombo III,P.E. rel n:dh:Tmrfrenr 4itln;Irlk mpnaWrd60nro,Ik O.xisudrmd gran n:Mifer Dn:per,nde urhddiis OGde Rr n/161¢d M9lgoH of md.Ik efl+nddfie lGUo:l oat fi:Nne d,YeT:ns,rtMEorke4g,4aele,usLl'atin of F.nnr sidl le Rensrmildald- s 80083 ' mG7frhslpn elr cr m.Agd sdNu&TCCni xigam:dptd�nmhrrs[�p Ri>tnlnrad�n�plb+hTn rzfsttan darzulwp�dpdar.ml dM aen,a mamnran rdml,,;n:prz,Trtu gnn yna nilnss VndUna:Noss dloMulehuf{I(owM ed nCv?ralTei ecrzlrnlrei.lMln;tDaPp6�rfsETlHeh:Y Defl yaUn;<ryY>:Er +ad Mill flls ttdadMa;mnE�rNoT/Fl. Fort ercLUde3494 Fort Pierce,FL 3494b � (oppig6t�7014 A4 raaifrossas-Aedionr i.Tunio ill,P.E.Beproiodioe olrhis dommenL inonpform,is plo6iluxdtirithontihe vitlen permissianlroia bl YaalLassys-Amhonyf.Tan6o?Ii;p.p. Job Truss Truss Type city Ply 69532 A09 Hip Girder 1 A0096092 2 Job Reference(optional) All Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:40 2017 Page 1 ID:Y?eUsDo tgy57AOxkEiGklzrTai-WMzbgvywG_KwQidupmScN9sAMOfggCUUIbEVkiydjPj ,, 0 3-2-0 7-" + 14-0-0 19-6-3 25-0-5 30-6-8 37-0-0 41-4-14 44-0-0 1 -0 2-0-0 3-2-0 3-10-0 7-0-0 5-6-3 5-6-3 5-6-3 6-5-8 4-4-14 2-7-2 0 1 Dead Load Defl.=3/8 in 5x8= 2x4 x8= 3 = 4= 2x4 I I 5x6- 6.00 12 - 3 5 5 36 37 6 38 7 39 8 40 1 9 10 3x4 1.5x4 11 3 11 0 1 to 0 2 12 1 q a 26 25 42 43 0 14 I 5x6= 4x4= 24 23 2045 46 47 19 18 48 4950 17 51 52 44 1fi 5x8= 6x10=3x6 11 4x8= 3x6 11 3x6� 3x6= 3x6 4.57 12 1.5x4 II 6x8= 1.5x4 I I 4x4= 3.00 12 14A-0 t 3-2-0 7-0-0 12-M 14-" 19-6-3 25:2 5 30-3-4 30r6-8 41-4-14 44-0-0 3 ' 5-6-0 stb-0s 5-2-3 5.6-3 5-2-15 0--4 10-10-6 2-7-2 0-4-0 Plate Offsets(X,Y)- [4:0-6-0,0-2-8],[10:0-3-0,0-2-0],[12:0-0-10,Edge] [14:0-2-8 0-2-8] [15:0-2-8 0-2-4] [21:0-2-8 0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.23 14-15 >700 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.59 14-15 >275 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.67 Horz(TL) 0.09 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.13 22-25 >999 240 Weight:495 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2*Except* BOT CHORD 6)Plates checked for a plus or minus 0 degree B4:2x6 SP No.2,B6:2x4 SP No.3 25-26=-1440/2177,25-42=-710/1222, rotation about its center.This truss has been designed fora 10.0 psf bottom WEBS 2x4 SP No.3 42-43=-710/1222,22A3=-710/1222, chord live loads been designed t with any other live BRACING- 22-44=-710/1222,21-44=-710/1222, TOP CHORD 20-21=-2614/2343,5-21=-390/533, loads. •This truss has been designed for a live load of Structural wood sheathing directly applied or 6-0-0 oc 20-46=-537/100,46-47=-537/100, 8)*This truss the bottom chord in all areas where a p OT C 47-48=-537/100,19-48=537/100, rectangle 3-6-0 tall b 2-0-0 wide will fit between the BOT CHORD 18-19=-902/512,18-49=-902/512, g y Rigid ceiling directly applied or 6-0-0 oc bracing. 49-50=-902/512,17-50=-902/512, bottom chord and any other members. 17-51=-516/179,51-52=-516/179, 9)Bearing at joint(s)12,2 considers parallel to grain REACTIONS.All bearings 0-8-0 except(jt=length) 16-52=-516/179,15-16=-1794/1667, value using ANSI/TPI 1 angle to grain formula. 16=0-6-8. 9-15=-404/472,14-15=-202/327, Building designer should verify capacity of bearing (lb)-Max Horz 12-14=-524/1091,2-26=-1608/2449 surface. 2= 99(LC 33) WEBS 10)Provide mechanical connection(by others)of truss Max Uplift 19-21=-880/971,6-21=-2211/2185, to bearing plate capable of withstanding 2829 lb uplift All uplift 100 lb or less at joint(s) 6-19=-450/542,6-17=-297/362, at joint 20,1881 Ib uplift at joint 16,407 lb uplift at joint except 20=-2829(LC 5),16=-1881(LC 4), 8-17=-521/615,15-17=-597/551, 12 and 533 lb uplift at joint 2. 12=-407(LC 35),2=-533(LC 8) 8-15=-1723/1824,10-15=-956/723, 11)Hanger(s)or other connection device(s)shall be Max Grav 10-14=-537/1004,11-14=-218/344, provided sufficient to support concentrated load(s)149 All reactions 250 lb or less at joint(s) 3-26=-429/725,22-23=-335/197, lb down and 195 lb up at 7-0-0,26 lb down and 69 lb except 20=3396(LC 19),16=2073(LC 20), 4-25=-692/1231,4-21=-2844/201 1, up at 9-0-12,26 lb down and 69 lb up at 11-0-12,26 12=567(LC 16),2=789(LC 19) 3-25=-1103/829 lb down and 69 lb up at 13-0-12,93 Ib down and 66 lb up at 15-0-12,93 lb down and 66 lb up at 17-0-12,93 FORCES. (lb) NOTES- lb down and 66 lb up at 19-0-12,93 lb down and 66 lb- Max.Comp./Max.Ten.-All forces 250(lb)or less except 1)2-ply truss to be connected together with 10d up at 21-0-12,93 lb down and 66 lb up at 22-11-4,93 when shown. (0.131"x3")nails as follows: lb down and 66 lb up at 24-11-4,and 93 lb down and TOP CHORD Top chords connected as follows:2x4-1 row at 0-9-0 66 lb up at 26-11-4,and 93 lb down and 66 lb up at 2-3=-2609/1775,3-4=-1294/885, or. 28-11-4 on top chord,and 623 lb down and 456 lb up 4-33=-1006/1515,33-34=-1006/1515, Bottom chords connected as follows:2x4-1 row at at 7-0-0,237 lb down and 138 lb up at 9-0-12,237 Ib 34-35=-1006/1515,5-35=-1006/1515, 0-7-0 or,2x6-2 rows staggered at 0-9-0 oc. down and 138 lb up at 11-0-12,237 lb down and 138 5-36=-1062/1557,36-37=-1062/1557, Webs connected as follows:2x4-1 row at 0-9-0 oc. lb up at 13-0-12,230 lb down and 248 lb up at 37-38=-1062/1557,6-38=-1062/1557, 2)All loads are considered equally applied to all plies, 15-0-12,230 lb down and 248 lb up at 17-0-12,230 lb 6-39=-749/1142,7-39=-749/1142, except if noted as front(F)or back(B)face in the down and 248 lb up at 19-0-12,230 lb down and 248 7-8=-749/1142,8-40=460/802, LOAD CASE(S)section.Ply to ply connections have lb up at 21-0-12,230 lb down and 248 lb up at 40-41=-460/802,9-41=-460/802, been provided to distribute only loads noted as(F)or 22-11-4,230 lb down and 248 lb up at 24-11-4,and 9-10=44W767,10-11=-1 296/908, (B),unless otherwise indicated. 230 lb down and 248 lb up at 26-11-4,and 230 lb 11-12=-1244/704 3)Unbalanced roof live loads have been considered down and 248 lb up at 28-11-4 on bottom chord. The BOT CHORD for this design. design/selection of such connection device(s)is the 25-26=-1440/2177,25-42=-710/1222, 4)Wind:ASCE 7-10;Vult=160mph(3-second gust) responsibility of others. 42-43=-710/1222,22-43=-710/1222, Vasd=124mph;TCDL=5.Opsf,BCDL=5.Opsf;h=25ft; 22-44=-710/1222,21-44=-710/1222, Cat.II;Exp C;Part.Encl.,GCpi=0.55;MWFRS 20-21=-2614/2343,5-21=-390/533, (envelope);cantilever left and right exposed-end LOAD CASE(S) 20 46=-537/100,46 47=-537/100, Standard vertical left exposed;Lumber DOL=1.60 plate grip 47-48=-537/100,19-4B=-537/100, DOL=1.60 1)Dead+Roof Live(balanced):Lumber Increase=1.25 18-19=-902/512,18-49=-902/512, 5)Provide adequate drainage to prevent water Plate Increase=1.25 Continued on page 2 ponding. Uniform Loads(plo aRm-rtdee.,psgn.a.r,"A1og;:nRss;sip!a;mi3snnsnecmmnirn,:.0411 won urlo&rNIUM6trturar&'TK.onto[nd ,s�5smner.ipon.ypce;manremors.r�km:rtrr ss +ldar.s�edrneen.�nsrmmWro-rtir WFz'tmmnrrmnttitnkeelixnt nitrdiLeUctgnge6peatit,awear&rie>?�nesnlnmyi4g,gmuh®¢grntrAnepdrsieeleerie:rrolregw'it4htr�tlruoeilemjeLn;leilinYeliCnli.ttialfll.lSeir.�.sna s;letururleintwlth'er AnthonyT.Tombo III,P.E. ut nrdhi irnsfx ay diF,lvrisM1r mrmhWrddg.ec,lC.xiteA.rcN qrs rr nr b7lmr O.gn,une anedAM�dtmulra bsl}allieg,den/ifll.rleerynddnr mD nl e/fe0.udnernn;'"demy tredn.slage,hstd:easevr lraar tiihds n,rnerplald =80083 Fzt- r.OeSpe,Tnss htmfynaniln:t Vn.1eNniwlass4451 St.Lucie Blvd. Fort Piercz,FL 34946 (opyrigbt9206AlRaofknts=s-Aarhoay 1.Tamhoill,P.E.Repsndurrian of this domraw,in any form,is prohibited xuhoutthe mines permission from A I Rnullmsses-IlnthooyL lamho lll,P.L r Truss Truss Type Qty Ply 69532 A09 Hip Girder 1 Ai 096092 2 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:41 2017 Page 2 ID:Y?eUsDc_tgy57AOxkEiGklzrTai-_YXztFzYI HSn2sC4NTzrwMOL6Q?3ZfjeXFz2G8ydjPi LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=-60,4-10=-60,10-13=-60,22-26=-20, 20-24=-20,16-20=-20,14-15=-20,14-27=-20, 26-30=-20 Concentrated Loads(lb) Vert:4=25(B)7=24(B)17=230(B)8=24(B) 25=-623(B)33=25(B)34=25(B)35=25(B)36=24(B) 37=24(B)38=24(B)39=24(B)40=24(B)41=24(B) 42=-237(B)43=-237(B)44=-237(B)46=-230(B) 47=-230(B)48=-230(B)49=-230(B)50=-230(B) 51=-230(B)52=230(B) I I i II j i i I v I i a.,h1-nms,ma,yaradrene•a1do,(nn�;x�!(1,;5eauliese:vcnennrou�rorr;urns:(muRr(�lnarh,mwr..dn,n+,,,(m„ny,c�„en��on=ypm;wa,rangy.rewartrd�mslti<r(d.rK.s,xnna.�Kr�nar(ro.,,i( WTelase,dmcsxunnd>nc,iocalr,ate„Tn:suru?E«=sip,ar.�R6sd:,aess(n�pTw,qn:mso,ego.edorfcr.,�drzra,dq,_ys>asmr tr,a;r<,y daew(�( ;(q�zenrxtor,ar.�tn TnLr k:��n� ,,�e�a,e�,c smsaaar - Anthony T.Tornta lIl,P.E. aiesed(c,Tnsshsmtdik',uisaesegnsisWrdae0wn,EaOwdseal,mdgecuasWGgOe:gn,haearseddtea(,self(niMhmlb:ffgs,hafifll.lse,RmddarlC0alryfieNnedarhns,'sMligknTel.tinge,'vsf.fear.edimvs>W'Ga,sn}asuuiryd =80083 ' as rrlfal aesignwl leetredn.s0ewa,dedhl4lDd asdsinaimedy:le(m,d s4huS.q(r-peelsc4l.ldemdianl5(Ifd6:F:l It 1111" (er&—lWr.4rd—TIM hfimAt nsrnsbIlts n(6tes d aslnss U:a,e,Tnu L!V fq-vi lass P-hdnumins. 4451 St.Lucid Blvd. ,aurinktadlts(aenregesdelnh nar:h dPmn hnhri lk Gaatas!a 4lueuuE!IM6rhm7 Desln,,rtlmsSldes 6lcsu dsq W4ll,r.tllrgod'edtau,n ss ddwle Tql. Fort Pierce,FL 34946 (epyr,ght92016A-I1aofTmsses-kc6anyl.Tamho Vl,P.L Rep,a601aeo11his dommeet.ie my fum,is prohi6ned whhoutihe wfien pemissioe from A I Roof6esses-Ndhaoy1.Tonbo 111,P.F. i Job Truss Truss Type Qty Ply Job 69532 A10 HIP GIRDER 1 A0096093 Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:42 2017 Pageel I D:Y?eUsDo_tgy57AOxkEiGklzrTai-Sk5L5b_AobaegOnGwB U4SaxQYgGY121nmvjbobydjPh ,-2-0-0, 7-2-10 13-7-13 17-6-7 22-0-0 26-5-9 31-7-9 37-2-14 44-0-0 2-0-0 7-2-10 6-5-3 3-10_10 4-5-9 4-5-9 5-2-0 5-7-5 6-9-2 10x14 MT20HSII 6.00 12 10x14 MT20HS// Dead Load Defl.=1-3/16 in 3x4= 6 7 B 5x10 MT20HS-- 5x10 MT20HS-_46 i 4 5 T 9 4x6 10 4 6 VJ7 3x8 W 3x8 3 11 os W2 18 17 W8 1 10x10- 1 0 3 10x14 MT20HS= 0 a 1 2 "10x14 MT20HS: 10x14 MT20H W 12 ' 0 203.00 12 0 22 21 15 14 13 3x6= 4x8= 2x4 II 3x8= 2x4 II 4x8= 7-2-10 13-7-13 17-7-13 26-4-0 31-7-9 37-2-14 44-0-0 7-2-10 6-5 3 4-0-0 8 8-3 5-3-9 5-7-5 fi-9-2 Plate Offsets(X,Y)— [3:0-3-12,0-1-8],[4:0-5-0,Edge],[6:0-2-4,Edge],[8:0-2-4,Edge],[9:0-5-0,Edge],[11:0-3-8,0-1-8],[12:0-4-12,0-1-8],[13:0-3-8,0-2-0),[14:0-2-0,0-1-0], [17:0-7-0,0-5-81 rl8:0-4-8 0-7-41 [21:0-2-0 0-0-81 r22.0-3-8 0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 1.14 17-18 >461 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -1.70 17-18 >311 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 1.09 12 n/a n/a BCDL 10.0 Code FBC2014rFP12007 Matrix-MS Weight:563 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31'Except' T3:2x4 SP M 30 WEBS 12)Load case(s)37,38,39,40,41,42 has/have been BOT CHORD 2x8 SP 2400F 1.8E`Except* 3-22=-4168/2294,19-22=-4289/8291, modified.Building designer must review loads to verify B1,B6:2x4 SP M 30,B2:2x4 SP No-3 3-19=-4383/7699,5-18=-2036/1141, that they are correct for-the.intended use of this truss. B7:2x4 SP No.2 6-18=-3716/6249,7-18=-687/361, 13)Hanger(s)or other connection devices)shall be WEBS 2x4 SP No.3`Except' 7-17=-682/116,8-17=-3726/6202, provided sufficient to support concentrated load(s)334 W3,W2,WS,W9,W8:2x4 SP No.2 10-17=-2179/1189,13-16=-4556/8346, lb down at 26-5-9,and 334 lb up and 1132 lb right at BRACING- 11-16=-4541/7959,11-13=-4374/2523 17-6-7 on top chord,and 1970 lb down and 1723 lb up TOP CHORD at 17-7-13,and 1973 lb down and 1705 lb up at Structural wood sheathing directly applied or 3-3-5 oc NOTES- 26-4-0 on bottom chord- The design/selection of such puriins. 1)2-ply truss to be connected together with I Od connection device(s)is the responsibility of others. BOT CHORD (0.131"x3")nails as follows: Rigid ceiling directly applied or 7-9-13 oc bracing. Top chords connected as follows:2x4-e row at 0-5-0 LOAD CASE(S) Except: oc. 10-0-0 oc bracing:19-21,14-16 Bottom chords connected as follows:2x4-1 row at Standard Except: 0-9-0 oc,2x8-2 rows staggered at 0-5-0 oc. 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Plate Increase=1.25 REACTIONS. (lb/size) Webs connected as follows:2x4-1 row at 0-9-0 oc. Uniform Loads =1.2 4245/0-8-0 (min.0-2-8) 2)All loads are considered equally applied to all plies, Vert:Uniform Load,6-8=-143(F=-83),8-12=-60, 12 4124/Mechaniral except if noted as front(F)or back(B)face in the Vert:=-20,20-21=-20,18--83),8 1 =-60,20, Max Horz LOAD CASE(S)section.Ply to ply connections have 16-17=-20,14-15=-20,14-19=20 2 -1281(LC 39) been provided to distribute only loads noted as(F)or Concentrated Loads(Ib)Max Uplift (6),unless otherwise indicated. 2 -2133(LC 8) 3)Unbalanced roof live loads have been considered Vert:18=-1970(B)17=-1973(B) 12 -2208(LC 40) for this design. 37)Reversal:User defined:Lumber Increase=1.60, Max Grav 4)Wind:ASCE 7-10;Vult=160mph(3-second gust) Plate Increase=1.60 2 4245(LC 1) Vasd=124mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft; Uniform Loads(plf) 12 4124(LC 1) Cat.11;Exp C;Encl.,GCpi=0-18;MWFRS(envelope); Vert:1-2=34(F),2-6=8(F),6-8=70(F),8-12=30(F), 1 cantilever left and right exposed;end vertical left 21-23=10(F),20-21=-10(F),18-19=-10(F),17-18=-10(F),16-17=-10(F),14-15=-10(F), FORCES. (lb) exposed;Lumber DOL=1.60 plate grip DOL=1.60 14-26=-10(F) Max.Comp./Max.Ten.-All forces 250(lb)or less except 5)Provide adequate drainage to prevent water when shown. ponding. Horz:1-2=-44(F),2 6=-18(F),8-12=40(F) Concentrated Loads(lb)TOP CHORD 6)All plates are MT20 plates unless otherwise Vert:Concentrated 6(B)Loads (lb)17=14 9(B) 2-3=-8316/4340,,5-6=6891/9267, indicated. 38)Reversal:User defined:Lumber Increase=1.60, 4-5=-16804/9279,5-6=-1487418651, 7)Plates checked for a plus or minus 0 degree Plate Increase=1.60 6-7=-13414/7840,7-8=-13424/8017, rotation about its center. Uniform Loads(plf) 8-9=-14833/8803,9-10=-14889/8788, 8)This truss has been designed for a 10.0 psf bottom Vert:Uniform Loads 2-6=-3(F),6-8=-113(F),8-12=-25(F) 10-11=-1 7145/9766,11-12=-8312/4585 chord live load nonconcurrent with any other live ,Vert: 1--20 F 20-21=F), F 18-19=20 F BOT CHORD loads- 17-18=-20(F),16-17=-20(F),)14-15=-20(F),) 2-22=-3784l7331,5-19=-727/1569, 9)'This truss has been designed for a live load of 14-26=-20(F) 18-19=-8138/15278,17-18=-7745/13759, 20.Opsf on the bottom chord in all areas where a 16-17=-8728/15629,10-16=-568/1325, rectangle 3-6-0 tall by 2-0-0 wide will fit between the Horz:1-2=-28(F),2-6=-17(F),8-12=-5(F) 12-13=-399717327 bottom chord and any other members. Concentrated Loads(lb) WEBS 10)Refer to girder(s)for truss to truss connections. Vert:18=1456(B)17=1429(B) 3-22=-4168/2294,19-22=-4289/8291, 11)Provide mechanical connection(by others)of truss 39)Reversal:User defined:Lumber Increase=1,60, 3-19=-4383/7699,5-18=-2036/1141, to bearing plate capable of withstanding 2133 lb uplift Plate Increase=1.60 Continued on page 2 at joint 2 and 2208 lb uplift at joint 12. Uniform Loads(plf) 6�n-%lne�lr l,'rR!v+tlt'A14S'-r.-14USS5�SE[i'S':C3JO1E?Bk}8 Ct1E:RrJiS El:ItN(4S!p�St4z0%:iBWl91'hm,InlrNsp ratxfis t!liet!esi+!s!rit;a!!Nye 5senylpP NSs rd en,l.:'!cn IF,t:.U!nlen;Yrlt Ifirt tse des:C:l;2e l�lf pee iW.nl! m:el, l: 4lna��Eet+sMal rr .o'C EeEu lts,Sr;W 1.u_!!r[ssstlFPrmest:uf,14fr R!/1i ftMdM rugFedeteUjtdh!l illlln!lgMlsOliNlpM,atgiFl,:NGl]ll5ua4�s�4•nl3rnlhli3 Anthony ;.Torlbo tii.P.E. ' r or_e,�wraa:r 3rx„sn non rosrwr.ls�r�,ell�arr l�tic>�rsiy acmaaarr wary n,lswnl nlarEnr"nil an!leols�,rerl.sar!!lt llcmr nc rrrsl,F ,.ls l�e-Rlwarana,«!,! -60083 s3lrailr ls4retsf s rerrM lgx!!p.u nnalh ePrsnnartheL 7!1!vss Jesi}Mats!!tl�le r�nr}.esi,x,r[ss:1lhA Fe;isrlr rl m h%anr.A„!yN zed4 e:itf r.!l4:tp Ir41. 4451 St.Lucie Blvd, [Zt Port Pierce,FL 34946 CopprigEr rL idea A-I ioaltr>icses-AlnbeeY 1.Tombs 111,P.E,Pepradulrian ett5is dotnmeni.in onyfalm,is pmlibited.AFae3 the arireopesmistiaahnm Art leol lracses-AniheeYl.Tomb*Ell;P.E Job Truss Truss Type Qty Ply Job A10 HIP GIRDER 1 A0096093 2 Job Reference(optional) I Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:42 2017 Page 2 ID.Y?eUsDo tgy57AOxkEiGklzrTaiSk5L5b_AobaegOnGwBU4SaxQYgGY121nmvjbobydjPh LOAD CASE(S) Uniform Loads(pig Vert:1-2=34(F),2-6=8(F),6-8=-5(F),8-12=30(F), 21-23=-10(F),20-21=-10(F),18-1 9=-1 O(F), 17-18=-10(F),16-17=-10(F),14-15=-10(F), 14-26=-10(F) Horz:1-2=-44(F),2-6=-18(F),8-12=40(F) Concentrated Loads(lb) Vert:6=334(F)8=-334(F)18=1446(B)17=1419(B) Horz:6=1132(F) 40)User defined:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plo Vert:1-2=34(F),2-6=8(F),6-8=70(F),8-12=30(F), 21-23=-10(F),20-21=10(F),18-19=10(F), 17-18=10(F),16-17=-10(F),14-15=-10(F), 14-26=-10(F) Horz:1-2=44(F),2-6=-18(F),8-12=40(F) Concentrated Loads(lb) Vert:18=1713(B)17=1695(B) 41)User defined:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pig Vert:1-2=8(F),2-6=3(F),6-8=113(F),8-12=-25(F), 21-23=20(F),20-21=-20(F),18-19=20(F), 17-18=-20(F),16-17=-20(F),14-15=20(1=), 14-26=-20(F) Horz:1-2=-28(F),2-6=-17(F),8-12=-5(F) Concentrated Loads(lb) Vert:18=1723(B)17=1705(B) 42)User defined:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pig Vert:1-2=34(F),2-6=8(F),6-8=-5(F),8-12=30(F), 21-23=-10(F),20-21=-10(F),18-19=10(F), 17-18=-10(F),16-17=-10(F),14-15=-10(F), 14-26=-10(F) Horz:1-2=44(F),2-6=-18(F),8-12=40(F) Concentrated Loads(lb) Vert:6=334(F)8=-334(F)18=1713(B)17=1695(B) Horz:6=1132(F) I i v 9u�v1Flauamydra.a.Gx711C.t1CSS`3�Yllfl po"ir3111�.tl3641tWIP3i(71!OYl6rd'If(rfu'6i(faYftThra inCs tripy Sat at ral rcetneit lnst h!ip Ortxy�)relM1e esDer f.IcN 6,rf.rdcmiSM!ldue r�&kn Tmiu mfdeaeP.0.rd1 Wirkcraro+llmtssCkrsik.�e iCCnlr N+.kna!sUsce&I a{�e,Srmdh 6rare+;m!�nmjitW rgrarmmtes}mirdari t:dnda;us!iyrnra:aanfzde drapdae cblM Ta!:leie9la�i�a¢,a1a 1rL1.ix hsgsnnercas,iaiarade;,rs.sm+Aq Anthony T.Tombo III,P.E. ' ad nedhtTmtLr.ml hi�is Re minti'sLgdh Cne,la0.xntaxNraed gedna:taHur Oa:ga,hae ailed d,i:DC@eIS(al delrsl}xsrur!&MIrFl.lseemaddfielDC at ery(eldnedarlms;ud.6gftal'ol.dege,adthnani kan tidhae n!Imi»iAld ?80083'mhafq C!tigaadrtM]w. MlRW SrGee6-1I.pedpilas. 4451 St.Lueiel Blvd. san•nsNrmllrs;xnanspredeinu nay<hdl ptiains6N.IN Inns Ces:a[qaa isrOlfa Erllarprsi}aa;erLessSMla hra!a dnr einlm}Ll aiaderlarat msmdl8rsln il4l. � Fort Pierce,FL 134946 (vppigh197�16 Ad liaaimosses-AvPoanyLlomballl,P.E.hindodioa of ibis dommeeL in nny form,is ptobibiled xitbowbo xri"en pesmissico from A I loof vsses-AotbaayHomba Ill,P.F. i i Job Truss Truss Type Qty Ply Job A11 Piggyback Base A009 0094 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:43 2017 Page 1 ID:Y?eUsDo—tgy57AOxkEiGklzrTai-wwfk["ZviVH9MTUu?J?nUaREeB1 UGw_ZS9K1ydjFg ,2-0-Q 7-1-2 13-7-13 17-6-7 26-5-9 31-7-9 37-6-9 44-0-0 2-0-0 7-1-2 6-6-10 3-10-10 8-11-2 5-2-0 5-10-15 6-5-7 7x10 MT20HS:�: 6.00 F12 5x10 MT20HS/I Dead Load Defl.=1-3/16 in 2x4 11 6 7 4x8 5x10 MT20HS WBI- 5x10 MT20HS WB,- 5 T W5 4 8 4SB1 W7 9 3x6 3x12 3 10 d W 8 1 x 5 1 Bx8= 17 16 10 2 6x8= 4x10= m 21 20 19 14 13 12 3x8— o 3x6= 3x6= 2x4 11 2x4 11 3x8= 7-1-2 13-7-13 26-5-9 31-7-9 3716-9 44-0-0 r 7-1-2 6-0 10 12-9-12 5-2-0 5 10-15 6-5-7 Plate Offsets(X,Y)— [4:0-5-0,Edge],[7:0-2-14,0-2-7],[9:0-5-0,Edge],[11:0-4-12,0-1-8],[12:0-3-4,0-1-8],[13:0-2-0,0-1-4],[15:0-6-12,0-3-8],[16:0-1-8,0-2-0],[18:0-2-4,0-5-0], [21:0-2-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.73 14 >728 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -1.86 16-18 >285 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 1.19 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 1.02 14 >517 240 Weight:274 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* T3:2x6 SP No.2,T5:2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP M 30*Except* 2-21=-2114/2825,5-18=-274/459, B2:2x4 SP No.3,133:2x6 SP No.2 17-18=-2309/3731,16-17=-2309/3731, B6:2x4 SP No.2,B4:2x6 SP 2400F 2.0E 15-16=-5284/7629,8-15=-2210/3165, WEBS 2x4 SP No.3*Except` 11-1 2=-2132/2823 W3,W2,W4,W9:2x4 SP No.2 WEBS W8:2x4 SP M 30 3-21=-1637/1393,18-21=-2441/3271, OTHERS 2x4 SP No.3 3-18=-1703/2851,6-18=-2264/3051, BRACING- 6-16=-145/426,7-16=-918/1450, TOP CHORD 8-16=-4104/3256,12-15=-2565/3377, Structural wood sheathing directly applied. 10-15=-3205/4901,10-12=-1951/1631 BOT CHORD Rigid ceiling directly applied or 4-5-14 oc bracing. NOTES- Except: 1)Unbalanced roof live loads have been considered 10-0-0 oc bracing:18-20,13-15 for this design. WEBS 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) 1 Row at midpt Vasd=124mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25ft; 18-21,3-18,6-18,6-16,8-16,12-15,10-15 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) MiTek recommends that Stabilizers and required and C-C Exterior(2)zone;cantilever left and right cross bracing be installed during truss erection,in exposed;end vertical left exposed;C-C for members accordance with Stabilizer Installation guide. and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water 2 = 1901/0-8-0 (min.0-2-4) ponding. 11 = 1785/Mechanical 4)All plates are MT20 plates unless otherwise Max Horz indicated. 2 = 221(LC 12) 5)Plates checked for a plus or minus 0 degree J Max Uplift rotation about its center. 2 = -649(LC 12) 6)This truss has been designed for a 10.0 psf bottom 11 = -581(LC 13) chord live load nonconcurrent with any other live Max Grav loads. 2 = 1901 LC 1 7)'This truss has been designed for a live load of 11 = 1785(LC 1) 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the FORCES. (lb) bottom chord and any other members. Max.Comp./Max.Ten.-All forces 250(lb)or less except 8)Refer to girder(s)for truss to truss connections. when shown. 9)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 649 Ib uplift at 2-3=-3258/2571,3-4=-6433/4769, joint 2 and 581 lb uplift at joint 11. 4-5=-6342/4783,5-6=-6391/4956, 6-7=-3862/3051,7-8=4312/3257, 8-9=-8534/6394,9-10=-8647/6382, LOAD CASE(S) 10-11=-3254/2579 Standard BOT CHORD 2-21=-2114/2825,5-18=-274/459, .. acsr3.rbnr�rr¢er rrrin kr'4I R�k I105i:>FsEttY}F.int,ittq;It017t;Cn5t€!ICy'tRalf;sf9Xi�iA1't:m.irchh�rrm:nrs¢i ie4�nLti�"ttrr°•ap fsr.viilCf;eilke u8er!l.':ecie4tti k:ra Aetlkh:e ne l#ry r_,s6erzHnBe?40,x1, Y.1i.-t l.fl,r.y)h'3kt -lah16t16tNW"6il:iFR:e:,Pt,v."',L,4ta'f+Eq..it,i,i .tltDm.e ft.i r.. "&, dtrQfn,.I.,4tp�1¢&9,01.df..f!1r3RH?,d,i.btI'D,.t,q'Ji M[Ik,0",PnPar—_ts."M.LSihie.v drudnn hrs.bmili Nxrr .ilcmitkv.*u,estausrr5nt+rtr nlaC{f hi t.N-4 a c X,Ua n•h.d Wmph d 6sl.ru .. Anthony T.80083)li:,P.E. ' 7 �• i �*i R'a•� i gFrbdhAl�ninrbei3 der s4�;ryss9al.deiyr,krtiurrlt�naishOleCr nm�ird 3 88083 Ztt euprr W(rmaNr.lA sssdaev9rP.0aa&irxtusaeru#nnder hdthsCid+n Nksmn46r;Foliarib here SLJ nr tdueuMhrpeN�rJue iif?hves Re n,7:r,n:`¢rsrrl tnestEe r+uDesrrx5 insr D:s�Gpa,eorrsss 7.ertkCns,wies: 4451 st.Lucie Blvd. :lexiu#Orzi n e tesaUagee!qer N naNIN rCroDes snhrL llri ns 7esiFEagar,�i:KB tr I.mrr.et!srx a r n:rmn Eesmer dmiritni,!A¢rAa 6dNic;mr.k'ael a IRa. to 4(22016 A-1 Eodhesw-Antboe I.lamho Ill,P.E.Pe mdueion of Ibis dotnmenl,k u Ism is rdi6ite Qhoa!the vtiren amissioe40m A-I gaol Dosses-Aotbex Membo III:P.L Fort Pierce,FL 34946 pfi0 Y P Y` P P Y Job Truss Truss Type Oty Ply 69532 Al2 Hip 1 1 A0096095 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:43 2017 Page 1 ID:Y?eUsDo tgy57AOxkEiGklzrTai-wwfklx_pZviVH9MTUu?J?nUarEb0lVSw_ZS9K1ydjPg r2-0-q 8-1-13 13-7-13 20-0-0 24-0-0 31-7-9 37-1-9 44-0-0 2-0-0 8-1-13 5-6 0 6 4-3 4-0-0 7-7-9 5-5 15 6-10-7 5x10 MT20HS- Dead Load De .=1-1/16 in 6.00 12 5x6 z 6 T3 7 2x4 11 4x6 5x10 MT20HSi 5x10 MT20HS, 5 T 4 4 8 34 i 4 W7 9 n 3x8 3 2 10 0 18 15 � 1 6x10= 28 17 16 0 _ an 2 4x6=3x8= c?°o 0 21 20 19 14 13 12 3x8= d 3x6 i 4x6= 2x4 11 2x4 11 4x6 8-1-13 13-7-13 24-0-0 31-7-9 37-1-9 44-0-0 8-1-13 5 6-0 10-4-3 7-7-9 5-5-15 6-10-7 Plate Offsets(X Y)— [2:0-2-9 0-1-8] [4.0-5-0 Edge] [8'0-2-4 0-2-0] [9:0-5-0 Edge] [11:0-4-12 0-1-8] [15:0-8-8 0- -12],[16:0-1-12,0-1-8],[18:0-3-4,Edge] LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.67 16-18 >790 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.76 16-18 >300 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.89 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.83 14 >636 240 Weight:253 lb FT=0 LUMBER- TOP CHORD 2x4 SP M 30*Except* T2:2x4 SP M 31,T3:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2*Except* 2-21=-2062/2772,5-18=-384/619, B2:2x4 SP No.3,B3:2x4 SP M 30 18-28=-1629/2820,17-28=-1629/2820, B4:2x4 SP M 31 16-17=-1629/2820,15-16=-4310/6074, WEBS 2x4 SP No.2*Except* 8-15=-1535/2269,11-12=-2137/2828 W1,W2,W5,W6,W10:2x4 SP No.3 WEBS BRACING- 3-21=-1621/1364,18-21=-2389/3238, TOP CHORD 3-18=-1172/1977,6-18=-2309/2795, Structural wood sheathing directly applied. 6-16=-121/327,7-16=-739/1084, BOT CHORD 8-16=-3411/2863,10-12=-1797/1505, Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 12-15=-2514/3333,10-15=-2069/3155 j 10-0-0 oc bracing:18-20,13-15 WEBS NOTES- 1 Row at midpt 1)Unbalanced roof live loads have been considered 18-21,6-18,12-15,10-15 for this design. 2 Rows at 1/3 pts 8-16 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) MiTek recommends that Stabilizers and required Vasd=124mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft; cross bracing be installed during truss erection,in Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) accordance with Stabilizer Installation guide. and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members REACTIONS. (lb/size) and forces&MWFRS for reactions shown;Lumber w 2 = 190410-8-0 (min.0-2-4) DOL=1.60 plate grip DOL=1.60 11 = 1782/Mechanical 3)Provide adequate drainage to prevent water Max Horz ponding. 2 = 248(LC 9) 4)All plates are MT20 plates unless otherwise Max Uplift indicated. 2 = 674(LC 12) 5)Plates checked for a plus or minus 0 degree 11 = -604(LC 13) rotation about its center. Max Grav 6)This truss has been designed for a 10.0 psf bottom 2 = 1904(LC 1) chord live load nonconcurrent with any other live 11 = 1782(LC 1) loads. 7)'This truss has been designed for a live load of FORCES. (lb) 20.Opsf on the bottom chord in all areas where a Max.Comp./Max.Ten.-All forces 250(lb)or less except rectangle 3-6-0 tall by 2-0-0 wide will fit between the when shown. bottom chord and any other members,with BCDL= TOP CHORD 10.Opsf. 2-3=-3214/254B,3-4=-5364/4124, 8)Refer to girder(s)for truss to truss connections. 4-5=-5288/4146,5-6=-5429/4468, 9)Provide mechanical connection(by others)of truss 6-7=-2875/2495,7-8=-3302/2617, to bearing plate capable of withstanding 674 lb uplift at 8-9=-6625/5170,9-10=-6754/5148, joint 2 and 604 lb uplift at joint 11. 10-11=-3264/2599 BOT CHORD 2-21=-2062/2772,5-18=-384/619, LOAD CASE(S) 18-28=1629/2820,17-28=-1629/2820, Standard 16-17=-1 62912820,15-16=-4310/6074, %mr; rm-tit'47t+FT1VM"fNt(ry OEM'mA(UOW(P.tY{Y!flif:tr7R(�'.at'kra toly kiu J—iln e+i lies aMill.E:ayaavr 7CPssltn rihs+,lhaa©.r14Mssu it'll khrt is,M:dc—a:x1 tat,T,nfr Vi'dttsanx rHtssa'-kx!dtn&ICQnttMd lsskm.r,9+te;aec.n,Iraq% ,tt„aartcP'm'u�:axi�.�txet rdn mdt�taur,�asaan(�srhspdt t(�,f>u tyatfar n6ax.�st'tfu.!!'ksmn; cx.r»t.r s.z�ts,ukY=p Anthony T.Tombo HT P.E. ai.u'(&n lnnin tnrdfajn re'.P'o 16.0n'r.datnpsedwr.'dt•,edaMt ft NoTx!.4 Widal a'de t(,N Xcarslhalin a;Wa id Th L rn9Ft,ddo11;0 at arinu xd N ,ltt Q sr.—.,a:yo 180083 ' Strulurrelpen!(ab'n'.dimsstlut®6tT:7attxraR7stdgakaaslRrtellegrs 'Sd1k!methst�t6Pr36stdNNatSrtlasahte MrerdPOM'.tNllnnsdea:Fst.ik`�stafMntrxina0tsrpne;tanQ'ia(rr 'af?assWdsenx,wtess 4451sL Lucie,Blvd, s#enia k(mel i{e(a»ufs¢a/9aitnm9l7d;raass gal,r4'telr+ss0ssrpEkrsts•u87r#s tgtirslcesf;ar.a TwIl"aillkwdet kdsnr.l„rgAimdts:rmatfulntFFl. Fort Pierce,FL 34946 LoprrigQl kV 2016 A-19.11fasm-Anthacy 1.7omho Ill,P.E.iepndutlion ofthis daameat,la ally[cm,is pmM1ibitrd.itM1aet the urine permission homA-Itaad hessrs-Anihesy7.7echo Ill,P.L Job Truss Truss Type Oty Ply Job 69532 A13 Hip 1 1 A0096096 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:44 2017 Page 1 ID:Y?eUsDo_tgy57AOxkEiGklzrTai-P7D6W H?RKCgMvJxf2cXYY?OjSdxlmy84DDCitTydjPf r2-C q 7-5-8 14-4-7 18-0-0 , 26-0-0 29-7-7 36-6-8 44-0-0 2-0-0 7-5-8 6-11-0 3-7-9 8-0-06-11-0 7-5-8 5x10 MT20HS= 6.00 12 5x6— Dead Load DeFl.=1-1/8 in 6 7 46 5x10 MT20HS, 2x4 II 5x6 WB-- 4 8 W W5 9 3x4� 4 3x4 3 n W2 W2 10 v 1 1 7 15 3 1 n 27 28 16 0 m 2 N do 1 3x8 20 19 18 14 13 12 O 3x6= 3x6= 4x6= 2x4 11 2x4 11 4x6= 6x10= 10x10= 7-5 8 14-4-7 26-0-0 29-7-7 36-6-8 44-01 7-5-8 6-11-0 11-7-9 3-7-7 6-11-0 7-5 8 Plate Offsets(X,Y)— [4:0-5-0,Edge],[7:0-3-0,0-2-0],[9:0-3-0,Edge],[12:0-2-12,0-2-4],[13:0-2-0,0-1-4] [15:0-5-12 Edge] [17:0-3-8 Edge] [20:0-2-12 0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.62 16-17 >850 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -1.73 16-17 >306 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.53 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.53 18 >987 240 Weight:258 lb FT=0 LUMBER- TOP CHORD 2x4 SP M 30'Except` T2,T4:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2*Except* 2-20=-2142/2869,5-17=-311/500, B2:2x4 SP No.3,133:2x4 SP M 30 17-27=-1826/2997,27-28=-1826/2997, WEBS 2x4 SP No.3'ExcepY 16-28=-1826/2997,15-16=-2685/4035, W3:2x4 SP No.2 8-15=-934/1296,11-12=-2153/2876 OTHERS 2x4 SP No.3 WEBS BRACING- 3-20=-1092/990,17-20=-2295/3091, TOP CHORD 3-17=-482/1089,6-17=-1 454/1 B37, Structural wood sheathing directly applied. 6-16=-147/317,7-16=-824/1161, BOT CHORD 8-16=-1478/1337,12-15=-2335/3076, Rigid ceiling directly applied or 2-2-0 cc bracing. Except: 10-15=-549/1177,10-12=-1130/1034 10-0-0 oc bracing:17-19,13-15 WEBS NOTES- 1 Row at midpt 1)Unbalanced roof live loads have been considered 17-20,6-17,6-16,12-15 for this design. MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) cross bracing be installed during truss erection,in Vasd=124mph;TCDL=5.0psf;BCDL=5.Opsf,h=25ft; accordance with Stabilizer Installation guide. Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right REACTIONS. (lb/size) exposed;end vertical left exposed;C-C for members 2 = 1904/0-8-0 (min.0-2-4) and forces&MWFRS for reactions shown;Lumber 11 = 1782/Mechanical DOL=1.60 plate grip DOL=1.60 Max Horz 3)Provide adequate drainage to prevent water r 2 = 226(LC 11) ponding. Max Uplift 4)All plates are MT20 plates unless otherwise 2 = -654(LC 12) indicated. 11 = -586(LC 13) 5)Plates checked for a plus or minus 0 degree Max Grav rotation about its center. 2 = 1904(LC 1) 6)This truss has been designed for a 10.0 psf bottom 11 = 1782(LC 1) chord live load nonconcurrent with any other live loads. FORCES. (lb) 7)'This truss has been designed for a live load of Max.Comp./Max.Ten.-All forces 250(lb)or less except 20.Opsf on the bottom chord in all areas where a when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members,with BCDL= 2-3=-3306/2607,34=-4511/3457, 10.Opsf. 4-5=-4415/3474,5-6=-4473/3686, 8)Refer to girder(s)for truss to truss connections. 6-7=-3066/2587,7-8=-3445/2791, 9)Provide mechanical connection(by others)of truss 8-9=-4485/3570,9-10=-4619/3556, to bearing plate capable of withstanding 654 lb uplift at 10-11=-3313/2617 joint 2 and 586 lb uplift at joint 11. BOTCHORD 2-20=-2142/2869,5-17=311/500, 1 7-27=-1 82612997,27-28=-1826/2997, LOAD CASE(S) 16-28=-1826/2997,15-16=2685/4035, Standard 8-15=-934/1296,11-12=-2153/2876 #a=y•Hral;seAr:Jr!e.in 6e'41 Ur IIL5k'>('StiS9'}ENUf(?3'FSf{PK:f;t7#f:ESii41'f9{f1�f317A:8[�:%rhm,Irt3.Irtn Ms�ks¢1!eNra±:n0.?;rtss N.y:n+bijlP[?W:#e kber!S.Ieuio w,12.1eh!ensiledlden rse.llsn:ra!!rse facia^.e T4,ah chef 7lIILSflfly'hT!d{n fieSLkb Nfisi l:rT'21iti¢i&{r r,`Ise nrt ser,.n,fei er u7ier rrxruz!a:,ytn.,duePa::hed anent n:rys,.dsr to rxav,d6r!ny+:imsegad:nrran{..tahml.?vas!{.n:,a{bz_.t ,u.-m,s>dFr Anthony T.Tombo 1EE.P.E. sBrb eefvs Innh!m t-li-;dn-14-0ti gliN9sw.te C+ru's MSw'rdyedune Wei !ye,u&-! d a 60f,!k IKW d!h;d kcr I i1h eq Sn 1.Teypnd d W W iar i.0 hd !rt,,aryaa8ar,mry;b!b[mtmd)ragZ r.wa.!tr d =80083 ' Ye Esbef4•r;x:W{egtt f83zrssdafek t'Lei W.px*xes,et Enknes3<tie UtJ�LsfatCS'!Ee tr`Yrdr:er}Wpltisidtf?nAs 59:lm!eh!mMiniw�cl}afna.?tll aiun dl!lired.b.RRi rtiffilst'bl+istlSiile;?IRSY326 refS!Ff et�M1fS YS-0d10nY,fliefi . o-kninamei it e{rrrJ xeerD N«q nffiE Ir rnTeeiitlr(.?hl!ns Bes'rys frrxere 61 tt t ee eE 7rsiyr.;,a iMs:ifhn 1{nee!der De lip.A9 rytln belk:e;snssd`,eel a ItFI. 4451 St.Lucie Blvd. Ce hQ 221611-I tatiLasses-Anthce E.lombo 11?,P.E,ie mduttineai this demmenh ioa hin,is ml+bitrd wit6eel the rtiree ermissioel!omd-I ioollnssts-dmbeeyl.lo.b4N,P,L Fort Pierce,FL 3494ii PYnB Y P "Y- P P Y Job Truss Truss Type Oty Ply 69532• A14 Hip 1 TJob A0096097 ference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:45.2017 Page 1 ID:Y?eUsDo—tgy57AOxkEiGklzrTai-tJnUjd035WyDXTWrcJ2n4CZub1 HCVSWDStxGPwydjPe 2-M 9-3-3 16-0-0 16 A 6 22-0-0 27-7-7 28r(1-0 34 10-1 44-0-0 2-0-0 9-3-3 6 8-13 0 -6 5-7-10 5-7-7 0 4-9 6-10-1 9-1-15 • 5x10 MT201-1V Dead Load Defl.=112 in 6.00 Fl2 5x10 MT20HS// 4x8= 5 6 7 5x6 WBi � 3x4 5 T [;j 4 3Ell4 ,7 W :;35 3 16 14 - r, 2 6x8= 15 6X8— -\� 10 �;[1 1.Sx4 I I Tq 19 18 17 13 12 11 3x8 3X6 6= 2x4 II 2x4 II 4x6= i 4x = I 9-3-3 16-4-6 22-0-0 27-7-7 34-10-1 44-0-0 9-3-3 7-1-3 5 7-10 5-7-7 7-2-10 A 15 Plate Offsets(X Y)— 12:0-2-9 0-1-8] [4:0-3-0 Edge] [5:0-3-2 Edge] [7:0-3-2 Edge],[8:0-3-0,Edge],[10:0-8-0,0-0-10],[12:0-2-0,0-1-0],[14:0-2-4,0-2-12],[16:0-2-4,0-2112] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.28 15 >999 360 MT20 244/190 i TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.76 15-16 >697 240 MT20HS 187/143 1 BCLL 0.0 * Rep Stress Incr YES WB 0.69 Horz(TL) 0.39 10 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-MS Wind(LL) 0.40 17 >999 240 Weight:263 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except- T2:2x4 SP No.2,T3:2x6 SP No.2 WEBS BOT CHORD 2x4 SP No.2*Except* 3-19=-780/758,6-16=-563/296, B2:2x4 SP No.3 6-15=0/274,6-14=-560/291, WEBS 2x4 SP No.3*Except* 9-11=-768f750,16-19=-2063/2860, W3,W7:2x4 SP No-2 3-16=-111/524,11-14=2078/2870, OTHERS 2x4 SP No.3 9-14=-185/518 BRACING- TOP CHORD NOTES- Structural wood sheathing directly applied. 1)Unbalanced roof live loads have been considered BOT CHORD for this design. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) 10-0-0 oc bracing:16-18,12-14 Vasd=124mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25ft; WEBS Cat.ll;Exp C;Encl.,GCpi=O-18;MWFRS(envelope) 1 Row at midpt 16-19,11-14 and C-C Exterior(2)zone;cantilever left and right MiTek recommends that Stabilizers and required exposed;end vertical left exposed;C-C for members cross bracing be installed during truss erection,in and forces 8a MWFRS for reactions shown;Lumber accordance with Stabilizer Installation guide. DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water REACTIONS. (lb/size) ponding- 2 = 1906/0-8-0 (min.0-2-4) 4)All plates are MT20 plates unless otherwise 10 = 1784/Mechanical indicated. + Max Horz 5)Plates checked for a plus or minus 0 degree 2 = 205(LC 16) rotation about its center. Max Uplift 6)This truss has been designed for a 10.0 psf bottom 2 = -634(LC 12) chord live load nonconcurrent with any other live 10 = -566(LC 13) loads. Max Grav 7) This truss has been designed for a live load of 2 = 1906(LC 1) 20.Opsf on the bottom chord in all areas where a 10 = 1784(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. FORCES. (lb) 8)Refer to girder(s)for truss to truss connections. Max.Comp./Max.Ten.-All forces 250(lb)or less except 9)Provide mechanical connection(by others)of truss when shown. to bearing plate capable of withstanding 634 lb uplift at TOP CHORD joint 2 and 566 lb uplift at joint 10. 2-3=-3200/2470,3-4=-3591/2769, 4-5=-3485/2795,5-6=-3169/2637, 6-7=-3172/2640,7-8=-3488/2796, LOAD CASE(S) 8-9=-3596/2770,9-10=-3212/2482 Standard BOT CHORD 2-19=-1975/2753,15-16=-2157/3453, 14-15=-2157/3453,10-11=-1 989/2766, 5-16=-831/1219,7-14=-82411216 WEBS 3-19=-780/758,6-16=-563/296, 6-1 5=01274,6-14=-560/291, [aay knt�rs JT:mr.tk'!1rrslimz(SEIllry EEALrSt'3u;(WCAflsf rtSl{{'S9!D'I1:Sc9NiiU6N:Ai hm,r!rT.M[p rfnlx!feiu!f m!:al x;nls C*!n,9r ar11CFWY!Fsritn,r.itcrt�l lL r!!enm Sl!rl kh!e ne. fiicr.!ril,!d p!!iGU;Nf mi!6n :ar;tsssM!kn!dkkelCna}!n5ir•aT+n`s,!;a;a.:rfa,�a!�giga!!!,r,nrnmT�nms!r:az!! adorers..mde�a,o;,:M,a,pmranl,�r!��,T.!�a!doe,num...eatna,it!a.,r '�r r' , mu; Anthony T.TomboII;,P.E. alnra'tlss rnnM nrrsfla;n,gre;p¢sdard,a+ u t!-Gzaisst clrym,rn!redn{Te!�!!,nh!adnFdh!3r,3!6;Weh!d lu"en;:d xd iflL Taeypaddnel��u;9eH,e IY!T!na,.�sw;i�ar.mryy a;da�.�se!e�ito-�r wn�ri�;;+ �80083 ' .f<!a!{.e,iFn ad ra!!!xA!.f9uas sawt!sha iNMry{!antes et;HSaes ld,taNe;Os1a!1Ss!Altrcmn;T6f raEissdyrNRi Stan rchrm?ahe;!nNsnil,ne,iW!.9!vasSe mpa,!2:asaaalistsYMTnss Msi;ax;r�.s lk sls;unnlT,ns Nrd!Cms,Rless 4451 St.WtipBlvd. s10.0hhad'J t[W'W Volga hmgy 0,Joats§aaUrt'TteLesSOtsapfa7a!xh Rol 1.tgig"MW.ai ob'haa bp'"dmi"nr t�aa;m�adh:a:malfi.,daEfEt. Fort Pierce,FL d'34946 t Ca EI�1d16 A-1 raal Besses-Anf§te!l.le©6nllt,P.E f!roduainn olWisdw.msot is as[!m,is to63itrd.06nel l6e eaiY:en ermissianhv!nA-I Root Uesses-A!ahns 1.TocSo 111;p.L prrie F69532 Truss Truss Type Oty PIY A0096098 A15 Hip 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8:0 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:45 2017 Pag�1 ID:Y?eUsDo tgy57AOxkEiGklzrTai-tJnUid035WYDXTWrcJ2n4CZzF1L5VOBDStXGPwydiPe 2-0-0 8-0-0 14 00 22-0-0 30-0-0 36-0-0 44-0-0 2-0-0 8%-0 6-0-0 8-0-0 Its 6-0-0 Dead Load Defl.=112 in 6.00 12 5x6= 1.5x4 II 5x6= 5 T.IA 6 7 I 4x6 i I 1.5x4\\ 1.5x4 3 4 8 4 v n m 2 9 Iv s 1 14 21 13 22 12 23 11 24 10 —_ o 3x4= 5x6 WB= 3x8— 5x6 WB= 3x4= 3x8= 3x6= 11-3-4 22-0-0 32-8-12 44-0-0 11-3 4 10-8-12 10-8-12 11-3-4 Plate Offsets(X Y) 12"0 2-8 0 1 8) [4'0 3 0 Edge) 15"0-3-0 0-2-0) [7"0-3-0 0-2-01 [90-4-12 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.40 12-14 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.87 12-14 >604 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.18 9 n/a nla BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.2912-14 >999 240 Weight:219lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except- T2:2x4 SP No.2 WEBS BOT CHORD 2x4 SP M 30 3-14=-388/647,5-14=-412/628, WEBS 2x4 SP No.3 5-12=-409f714,6-12=-554/642, OTHERS 2x4 SP No.3 7-12=-403/711,7-10=-415/631, BRACING- 8-10=-389/648 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc NOTES- purlins. 1)Unbalanced roof live loads have been considered BOT CHORD for this design. Rigid ceiling directly applied or 4-11-12 oc bracing. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) MiTek recommends that Stabilizers and required Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; cross bracing be installed during truss erection,in Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) accordance with Stabilizer Installation guide. and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members REACTIONS. (lb/size) and forces&MWFRS for reactions shown;Lumber 9 = 1759/Mechanical DOL=1.60 plate grip DOL=1.60 2 = 1881/0-8-0 (min.0-2-4) 3)Provide adequate drainage to prevent water Max Horz ponding. 2 = 185(LC 16) 4)Plates checked for a plus or minus 0 degree Max Uplift rotation about its center. 9 = -554(LC 13) 5)This truss has been designed for a 10.0 psf bottom 2 = -621(LC 12) chord live load nonconcurrent with any other live Max Grav loads. 9 = 1759(LC 1) 6)'This truss has been designed for a live load of 2 — 1881(LC 1) 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the FORCES. (lb) bottom chord and any other members,with BCDL= Max.Comp./Max.Ten.-All forces 250(lb)or less except 10.0psf. when shown. 7)Refer to girder(s)for truss to truss connections. TOP CHORD 8)Provide mechanical connection(by others)of truss 2-3=-3191/2598,3-4=-2902/2448, to bearing plate capable of withstanding 554 lb uplift at 4-5=-2814/2473,5-6=-2752/2473, joint 9 and 621 lb uplift at joint 2. 6-7=-2752/2473,7-8=290712477, 8-9=-3195/2602 LOAD CASE(S) BOT CHORD 2-14=-2122/2763,14-21=-1556/2317, Standard 13-21=-1556/2317,13-22=-1556/2317, 1 2-22=-1 55 612 31 7,12-23=-1558/2320, 11-23=-1558/2320,11-24=-1558/2320, 10-24=-1558/2320,9-10=-2126/2767 WEBS 3-14=-388/647,5-14=-412/628, 5-12=-409/714,6-12=-554/642, 7-12=A03/711,7-10=-4151631, 8-10=-389/648 6wa!-Nnss:sragt!min5v'4l iJrirCSi3r4llsl-y gn9tt it[k)8 Nkfk+S:F:I2d?t!7!tt')1:9i7FS6YiAr hro.Ina!kCu lrm4t sdseet u7r.a stis;uss@:ilsEnaulilCt;n!N,:eYs,s!1.':salo Gt.r:.UMxra Slsel kfut nr.R',tta5,,::.t neei ahTG,.M u"dsrae�ri:wssH=.k>sdsw6elCFmk.ddsari+n:elp �e i.a,!lrcOt ssn;4setocllRDnxncHwanpwsdDe€s"+s tlegaenaln:rys:+4sfa6tlesilsd6es�,T,r:sr+m+:aelrBary.sxerma is ksgsnsfslem.tmgswees,s:hlrr AnthonyT.To'sboIl:,P.E. >aaK,tlenlns,ara.�.i€i:ln�,rla.�a ,l�e.u,�caasaro.u,eera„ee�.l:,u� ra,�.n:erux��a;analair;e��elal.r�vr"+,aaa,ranalxuatltt::ri�+,�i�l,anr2.lehAa�k4�14t�Yt9t,s5ptASiF� �EO7S3 44,11 R.!ude Blvd, ssnrsse ts5sei:)t(m:stl rsxdlgnkn:ibiltehi,res s,skel;Sshsss 3niy,k7iaw.:tlKdl3,ppLy:es ,aims3lsheFslism0 MWiml,tG ularaedtsir.,mes t:!hd h 1111. Fort P)erCe,FL M946 Eappigiii02016 A-1 final lsessrs-Aniheap 1.lomho IN,P.E.iepsoda&a of ibis don.tn6 in any lain,is pfohitited.itdoal the whiten pefmissioafmmA-TinntTiosses-Anthegl.loaho Ill,P.L i Job Truss Truss Type Qty Ply 69532 A16 Hip 1 1 A0096099 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:46 2017 Page 1 I D:Y?eUsDo—tgy57AOxkEiGklzrTai-LV Ksxzl hsg448d5290ZOdQ64cRdfEyYNhXhpxMydjPd 2-0-0 6-9 4 12-0-0 17-10-1 26-1-15 32-M 37-2-12 44-0-0 46-M 5-2-12 5-10-1 8-3-14 5-10-1 5 2-12 6-9 4 2-M Dead Load'Defl.=9/16 in 5x6= 5x6 WB= 3x4= 3x4= 5x6= 4 5 6 8 I 6.00 12 3x4 4 3x4 3 W 4 9 n 4 m 2 YI1R1 10 IY 0 17 16 15 24 14 25 13 12 11 3x6= 1.5x4 11 3x8= 5x6 WB= 3x4= 5x6 WB= 3x8= 1.5x4 11 3x6= 6-9 4 12-M 22-0-0 32-0-0 37-2-12 44-M 6-9-4 5-2-12 10-M 10-0-0 5-2-12 6-9-4 Plate Offsets(X,Y)— [4:0-3-0,0-2-0),[6:0-3-0,Edge[,[8:0-3-0,0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.95 Vert(LL) -0.33 12-14 >999 360 MT20 244/190' TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.88 12-14 >600 240 i BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.24 10 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.37 14 >999 240 Weight:232 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* T2:2x4 SP M 30 WEBS BOT CHORD 2x4 SP No.2*Except* 3-16=-440/548,4-16=-717/970, B2:2x4 SP M 30 5-16=-871/675,5-14=0/261,7-14=0/260, WEBS 2x4 SP No.3 7-12=-870/672,8-12=-720/972, OTHERS 2x4 SP No.3 9-12=-443/561 BRACING- TOP CHORD NOTES- Structural wood sheathing directly applied or 2-2-0 oc 1)Unbalanced roof live loads have been considered puriins. for this design. BOT CHORD 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Rigid ceiling directly applied or 2-2-0 oc bracing. Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; WEBS Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) 1 Row at midpt 5-16,7-12 and C-C Exterior(2)zone;cantilever left and right MiTek recommends that Stabilizers and required exposed;end vertical left exposed;C-C for members cross bracing be installed during truss erection,in and forces&MWFRS for reactions shown;Lumber accordance with Stabilizer Installation guide. DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water REACTIONS. (lb/size) ponding. 10 = 1759/0-8-0 (min.0-2-1) 4)Plates checked for a plus or minus 0 degree 2 = 1881/0-8-0 (min.0-2-4) rotation about its center. Max Horz 5)This truss has been designed for a 10.0 psf bottom • 2 = 165(LC 12) chord live load nonconcurrent with any other live Max Uplift loads. 10 = -542(LC 8) 6)`This truss has been designed for a live load of 2 = -595(LC 12) 20.Opsf on the bottom chord in all areas where a Max Grav rectangle 3-6-0 tall by 2-0-0 wide will fit between the 10 = 1759(LC 1) bottom chord and any other members,with BCDL= 2 = 1881(LC 1) 10.Opsf. 7)Provide mechanical connection(by others)of truss FORCES. (lb) to bearing plate capable of withstanding 542 lb uplift at Max.Comp./Max.Ten.-All forces 250(lb)or less except joint 10 and 595 lb uplift at joint 2. when shown. TOP CHORD 2-3=-3277/2587,3-4=-2860/2360, LOAD CASE(S) 4-5=2511/2216,5-6=-3117/2641, Standard 6-7=3117/2641,7-8=-2513/2219, 8-9=2864/2364,9-10=-3288/2600 BOT CHORD 2-17=-2137/2849,16-17=-2137/2849, 15-16=-2153/3044,15-24=-2153/3044, 14-24=-2153/3044,14-25=-2155/3046, 13-25=-2155/3046,12-13=-2155/3046, 11-12=-2150/2860,10-11=-2150/2860 WEBS 3-16=-440/548,4-16=-717/970, ae,;et n�eeer,.tar¢M=ne9I to trmeIS"uun;rte3urus t s msmnas MTe91 W5nitucif.m:trn�.r,:ar d,m�eR;¢A:;.r.is¢o s t¢¢h4pon.:gpaw;ea ns Am�rt.6w r�:et ra�me s'.nAaA:.a mn,eeR.!,:mr me,rto.¢y wlri �uN�rssuNn:eera<eenreb A,e�nsnn r,�,nn.aTr: rrp¢ e:�w,yta yn¢eAecy�;aar:a:�a�nn :;art gsrearae oriT�;Ay�d¢n w¢Ir.¢entnt.rxi q,ea%rm�ar¢ew wnswt Anthony T.Torobo III,P.E. = ¢e.uahsTmsbrmrW�rp is Renspetir'larae:C..n,thUe¢isod+md ge2uli:4iidmt Pngea,hie urhralke�nee(al taloslYilGq ole¢eRi 1.fk yp¢ddnrlCO¢f ay fi:is.uaeeinss;adeligrnsiiey singe,inL!'sAreuelmssildNMns+¢siiartta 80093, ' n:trarq u:si�,ad[eeuean.ACevses snsnuMlCC nine jrcciemnl h:ia®nafe47tq 6epeal So4hlasraeli¢;iLSptdE.411t tK nsAtA smanerlttnp sd pilme.iFFl iBvrsBe¢rynw�'ILin¢idtiesdn:tn;o:s�n,inss�:ge!greeeu t¢n unseann,nlm 4451 St.Lueie'Blvd. enrr*lu nlexlh r ranmeQr±dyn n nerc ydlprmn Wdnd tte r m onn ratmn n Adr ae t:mgo<:i ,,nTn,s�•+:.rsr.aegsai�.mntod�es px;m n arnnr n nu. Fort Pierce,FL 34946 (opyright02016 A-I luffrussts-AnhooyLlonho 111,P.F.Repsodoaiao at this dotement,inay form,is pidihited.hhout the into pmmissianfron Ad 11miNsses-Arihoey T.Pamho Ill,P.E. i Job Truss Truss Type Qty Ply 69532 A17 Hip 1 1 A0096100 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:46 2017 Page 1 ID:Y?eUsDo_tgy57AOxkEiGklzrTai-LVKsxzlhsg448d5290ZOdQ641ReCEwNNhXhpxMydiF d 2-0-0 5-10-7 10-0-0 18-0-0 26-0-0 34-0-0 38-1-9 44-0-0 46-0-0 2-0-0 5-10-7 4-1-9 8-0-0 8-0-0 8-0-0 4-1-9 54 0-7 Dead Load Defl.=314 i4 5x6= 5x6 W8= 3z4= 3x4= 5x6= 6.00 F12 4 5 6 7TP 8 1.5x4 1.5x4 Xi 3 W3 W3 9 m 1 n ? 2 R1 10 cqq> 0 1 Id 16 15 23 14 24 13 12 3x6= 3x8— 5x10 MT20HS= 3x4= 5x10 MT201­[S= 3x8= 3x6= 10-M 22-0-0 34-0-0 44-0-0 10-M 12-0-0 12-0-0 10-0-0 Plate Offsets(X,Y)— [2:0-2-12,0-1-8),[4:0-3-0,0-2-0),[6:0-3-0,Edge),[8:0-3-0,0-2-0),[10:0-2-12,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.41 12-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -1.16 14-16 >454 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.24 10 n/a n/a BCDL 10.0 Code FBC20141rP12007 Matrix-MS Wind(LL) 0.42 14 >999 240 Weight:217 lb FT=0 LUMBER- TOP CHORD 2x4 SP No2*Except* T2:2x4 SP M 30 WEBS BOT CHORD 2x4 SP M 30 3-16=-262/453,4-16=-670/977, WEBS 2x4 SP No.3 5-16=-1248/997,5-14=0/314,7-14=0/314, OTHERS 2x4 SP No.3 7-12=-1248/997,8-12=-670/9771- BRACING- 9-12=-262/453 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc NOTES- purlins. 1)Unbalanced roof live loads have been considered BOT CHORD for this design. Rigid ceiling directly applied or 2-2-0 oc bracing. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) WEBS Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; 1 Row at midpt 5-16.7-12 Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) MiTek recommends that Stabilizers and required and C-C Exterior(2)zone;cantilever left and right cross bracing be installed during truss erection,in exposed;end vertical left exposed;C-C for members accordance with Stabilizer Installation quide. and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water 2 = 1880/0-8-0 (min.0-2-3) ponding. 10 = 1880/0-8-0 (min.0-2-3) 4)All plates are MT20 plates unless otherwise Max Harz indicated. 2 = 132(LC 11) 5)Plates checked for a plus or minus 0 degree Max Uplift rotation about its center. 2 = -623(LC 9) 6)This truss has been designed for a 10.0 psf bottom 10 = -623(LC 8) chord live load nonconcurrent with any other live Max Grav loads. 2 = 1880(LC 1) 7)'This truss has been designed for a live load of 10 = 1880(LC 1) 20.Opsf on the bottom chord in all areas where a . rectangle 3-6-0 tall by 2-0-0 wide will fit between the FORCES. (lb) bottom chord and any other members,with BCDL= Max.Comp./Max.Ten.-.All forces 250(lb)or less except 10.Opsf. when shown. 8)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 623 lb uplift at 2-3=-3285/2642,3-4=-3022/2434, joint 2 and 623 lb uplift at joint 10. 4-5=-2683/2280,5-6=-3762/3068, 6-7=-3762/3068,7-8=-2683/2280, 8-9=-3022/2434,9-10=-3285/2641 LOAD CASE(S) BOT CHORD Standard 2-16=-2115/2862,15-16=-2601/3663, 15-23=-2601/3663,14-23=-2601/3663, 14-24=-2603/3663,13-24=-2603/3663, 12-13=-2603/3663,10-12=-2126/2862 WEBS 3-16=-262/453,4-16=-670/977, 5-16=-1248/997,5-14=01314,7-14=0/314, 7-12=-1248/997,8-12=-670/977, ler,ul-Flri BamSkl.ne;Pa Be'YI IaF,rtuffB�SF19?.u113111!Wf 6(g.4@Rai(3TOYf't49;tjY[egaiflKlt:tl'Mn I,�II ksip p:rens M rnl„ts u�st a Gsip m,.y{Il�)nitl,e,tlwrl.t,:kr©:tf.tek+nu Sfentdc,n,.re1,u,Ymu aklwCe ICD,edt 167,i�arderts sie6knNfa Be irCnk,di ts,Tm,o:sae 6rdreiis.,fre;Nq[ e:sslnarla'sgnxds a,¢tnvrAw p2rsind nrn:nntrhpca:de1.b6<trs�dBe sntleim:tytpin Belogulf,,unlFFt.2hupnan�n,I,Niel n,4lus,u6le1,. Anthony T.Tombo III,P.E. 'nt.xdresLmtu nrtei�sg is Be inrnni9'rdb Urtr.,B:UnrisMk,mre yexuh:ktlih 0:uea,o3e udeddli,BvtlrlG niti trslk'teiqudenf Rld.Ike eRmddlie lag,:fm,fidisud&I.ms;baNiq ku7be dnetpud,eeonni knnfiW'1,ex„!knsrsaard i80083 I rhI,1[gNi,wue5,¢ean.tun+,s INbfinsrtenynsmbnnWodo•km;�>�s,tmsoe:mh;:,�nemssYnd,;meyed<n 4g515tLueieBlvd. eBnmaidmdMe: m,p 4gnle nens.dl Imes nntei.lar tn,,mde,t,f�n is li�ta,kdtini oesipn:erL,rftnmhln,n dmtafin.dllntadn,fl—...sddn'dnITIL Fort1St.Loci Blvd. • (opyright 31616 4-1 R3o11rassn-Whey 1.bm5o ill,P.E.Repredunian al this domment,in any farm,is prohi6itei wiahoat;6e,rrinen permission here Ad RaofBosses-AnthonyL Imabo III,H. I ' ]Job Truss Truss Type Qty Ply 69532 B01 Jack-Closed 4 1 A0096101 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:47 2017 Page 1 ID:Y?eUsDo tgy57AOxkEiGklzrTai-piuE8J1Jd7GWmngEjk4F9deKVr68zR6WvBQMToydjPc 2-0-0 7-2-11 13-7-13 _17 6-5 2-0-0 7-2-11 6-5 2 3-1 a 1.5x4 II 6.00 12 6 Dead Load Defl.=1/16 in � V&OOFif 34 3x4i4 3 0�s� $ W2s 11 2i oan rn�v IN a,it 11 10 9 3x4= 3x4= 1.5x4 11 i 7-2-11 13-7-13 11 5 7-2-11 6-5 2 3-10-8 Plate Offsets(X Y)— [7:0-4-0 0-1-8) [8:0-4-12 0-3-121 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.04 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.12 11-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 HOrz(TL) -0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.05 11-14 >999 240 Weight:110 Ib FT=O% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2*Except* 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) B2:2x4 SP No.3,B3:2x6 SP No.2 Vasd=124mph;TCDL=5.Opsf-,BCDL=5.Opsf;h=25ft; WEBS 2x4 SP No.3 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) BRACING- and C-C Exterior(2)zone;cantilever left and right ut CHORD wood sheathing directly applied or 5-3-12 oc exposed;end vertical left exposed;C-C for members Structural ctu except end verticals. and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 BOT CHORD Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 6-0-7 oc bracing. Except: rotation about its center. 10-0-0 oc bracing:8-10 3)This truss has been designed for a 10.0 psf bottom WEBS chord live load nonconcurrent with any other live 1 Row at midpt 8-11 loads. MiTek recommends that Stabilizers and required 4)'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 uide. rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. REACTIONS. (lb/size) 5)Refer to girder(s)for truss to truss connections. ! 2 = 839/0-8-0 (min.0-1-8) 6)Provide mechanical connection(by others)of truss ! 7 = 694/Mechanical to bearing plate capable of withstanding 261 lb uplift at Max Horz joint 2 and 403 lb uplift at joint 7. j 2 = 521(LC 12) ` Max Uplift 2 = -261(LC 12) LOAD CASE(S) 7 = -403(LC 12) Standard Max Grav 7 = 694(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1025/386,3-4=843/490, 4-5=-754/516 BOT CHORD 2-11=-923/838,5-8=300/477, 7-8=-748/689 WEBS 3-11=-318/574,8-11=-1 052/940, 5-7=-787/859 !I ... 66Sq.flm1'arA�M!I!!N't w'LI Fk 1tDS�'i('SW(fj.Ps(1d€i:i4:t[Br'.fi�af((S1't➢:�E7!O�S:AO�:i*J6471'hrt+,rndr ks{t paNs e+d,eff earaiis:mt h:�7s�>it1Ct ailk Stflm1 i±[0al®,r:.11Mlk±Urdt±hl±fSR�it21 fAhl SMd PS±�Mtt wld�=±:mrsfs,w±Hna[arNlBYnh,±esr±rr.,s±.ems(ap,-a,sr¢aet�y»u;eesr±,a:ricp ru+:oxw��±dBfym:±;,ale ±r±a±t,:pmznewsy.arxmdaTraueq.a±f�ernBnn,a[ama.€seus,ss:,�r .�'-gms n,±mar MthonyT.Tombo III,P.E. ad nrrtRn(ncsk mt lyfsmrrinusrndNr9o±r,na C•xa's aeSmadgtdumL2l�Bef, ,i±wira4aaw:s[,4raai�lndtebv7;¢t a11fFL Tu gprrd2wl:Bai ur3eit dlt ilRl er ar' °I.�ttj;bslar a�htagfhE11w1!}pavlrard z60063 ' 3r tnYnrnrtlpr.W[rartEer.SBan±sew®err^'elw�tresadp¢d±nuawrdd�t±apwsS-+n l;Aaxm±ea(u,:ran±s,dE}madun s,efmie±campud}at imt 7s:an'isn�f¢ v�sn[Ssisstartanasgrnr:rnn onie rgrx e[?ms r,¢a,anu.al±ss 4451 St.Lucie Blvd. a4frnndshsfdit r(aBod a;erdgfe 4 nabl h d:rrnn wslr4 4ri=ns B=.sue&rw±r is hB it t+rflgfslpx,w inn$uea!fsarx dat ireenr,Ll ce{Mar!#:es m u[:Sed a IIN. Fort Pierce,FL!34946 CaPd9 tl02616 A-1 lodbasses-Anlbu T.Tomb Ill,PE Pt odauan aibis do mot.in any Lmis m the nrinen mmissin ham A-I loot Trusts-hiboa T.loto IIL E i I I Job �Truss Truss Type Qty yPly 69532 C01 Half Hip 2 1 AI 096103 � Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.cem Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:48 2017 Page 1 I D:Y?eUsDc_tgy57AOxkEiGklzrTai-HuSdMe2xORKnOxEQHRbUirBQiFMKigxf8rAwOEydjPb -2-M 8-M 13-M 18 0-0 2-D-0 8-M 5-M 5-0-0 4x4= 3x4 1.5x/C1 ad Load Defi.=5/16 in = 3 4 5 i 6.00 12 W 2 ee 7 6 4x4= 3x4= 5x6= 8-0-0 18-0-0 8-0-0 10-0-0 Plate Offsets(X Y)— [3:0-2-4 0-2-41 [6:0-3-0 0-2-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.23 6-7 >919 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.59 6-7 >366 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.07 7-10 >999 240 Weight:88 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)Plates checked for a plus or minus 0 degree BOT CHORD 2x4 SP No.2 rotation about its center. WEBS 2x4 SP No.3 5)This truss has been designed for a 10.0 psf bottom TOP BRACCHORD chord live load nonconcurrent with any other live loads. Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. 6)'This truss has been designed for a live load of BOT CHORD 20.Opsf on the bottom chord in all areas where a Rigid ceiling directly applied or 6-11-9 oc bracing. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. MiTek recommends that Stabilizers and required 7)Refer to girder(s)for truss to truss connections. cross bracing be installed during truss erection,in 8)Provide mechanical connection(by others)of truss accordance with Stabilizer Installation guide. to bearing plate capable of withstanding 318 lb uplift at joint 2 and 291 lb uplift at joint 6. REACTIONS. (lb/size) 2 = 86010-8-0 (min.0-1-8) 6 = 689/Mechanical LOAD CASE(S) Max Horz Standard 2 = 264(LC 12) Max Uplift 2 = -318(LC 12) 6 = -291(LC 9) Max Grav 2 = 860(LC 1) 6 = 689(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-988/598,3-4=-785/659 i BOT CHORD 2-7=-666/783,6-7=-550/596 WEBS 4-7=-142/313,4-6=-743f714 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=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;end vertical left exposed;C-C for members and forces$MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. Eess3.Penr s>gdlrmwi6<'id Milim.fliul}P.ABsk TMA(OW9 t iF;'!8!OI::sM9YF:FY.91C hro.rxf.gsv 1—ea"cisM ra±:nfts;nnF;Jrrdx+q?CP aM.kh.1.!"n'§110-11A.-mSIMFdne ne.Bess+urrcr 0.d ok T ., tld6remnM rk'n sswNaa(nDeICBDNrstill,,inn Ar;>n Fegax;u.Sree9.yer`ie sesnrryTGPs+xesmat,;spr-ahesrh,hnl x;nnmrnirn:+fi�Drt sipdrx sie;isLn:igaedaEe130nI1,rtalltd.inksnsisas.ls'�waas,ssh4e�+ Anthony T.Tornbo lli,P.E. adrudDn rn:,km!r.Iloynzrr,PssBimtm9 wtxtiis�'aircigMunektsiAn�euhrw4tidx]F,+¢rND I dlcvr6tte atiHL Tu9Fudd DrT;1uleer`numdtnsr.�,:orb.m,ge,semudF, rFrD,nw,! r 360083 ' 3e la:tui he:grr.nikedaDx.2Amssd M®Di I'd irn it#.n�s>rls+snlmrt 4�Gx}nr'ss!!i ltarssieed6Fpl6sWNFn nI SOJmr<h�rtcdtn rramlgd—TM-1 Mln 3sngaesikUn.1 tines V,!611 ss oeu}�sr,1..DI:e hymn et Tms IWIM,Mns 4451 St.LucW Blvd. sisnin M!rsrlFi s FratrinlRn 6wstkS urea s nd!eL Tetess Issiptsy¢en n NBI le taeng2ssgv n rrrss:ssno FrSnrd dm 4n:Nri,t;;¢rd£-nitCn;m ss te`rl q FPFI. Fort Pierce,FL 134946 to ri ttQ 1016 A-I Inilirssm-Aortae I.lomho 111,P.E.ie mdediee ollhis davmeel.is on Im.,is re65ita.itheel the wntln ermissies hem A-I teeiTmsses-Amhea 1.lembe III:P.E. P79 Y P Y- P P Y i I , F69532 Truss Truss Type Qty Ply CA Comer Jack 20 1 A0096104 Job Reference(mrstionall Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run.8.120 s Aug 16 2017 Print:8.120 s Aug 15 2011 MiTek Industries,Inc. Thu Sep 14 13:10:49 2017 Page=1 I D:Y?eUsDo_tgy57AOxkEiGklzrTai-140?Z_3Z91 Se?4pdr96jF2khOesvRQCpN VvTYhydjPa -2-0-0 0-11-11 2-0-0 0-11-11 3 6.00 FIT 0 2 0 Iep o B1 0 T1 1 3x4= 0-11-11 , 0-11-11 Plate Offsets(X Y)— 12.0-0-4 0-0-01 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 0.53 Vert(LL) -0.00 7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:7 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 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 0-11-11 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 31 lb uplift at Rigid ceiling directly applied or 10-0-0 oc bracing. joint 3,174 lb uplift at joint 2 and 55 lb uplift at joint 4. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation i fide. LOAD CASE(S) Standard REACTIONS. (lb/size) 3 = -31/Mechanical 2 = 283/0-3-8 (min.0-1-8) 4 - -55/Mechanical Max Horz 2 = 70(LC 12) Max Uplift 3 - -31(LC 1) 2 = -174(LC 8) 4 = -55(LC 1) Max Grav 3 = 31(LC 8) 2 - 283(LC 1) 4 = 45(LC 12) FORCES. (lb) Max.Comp.lMax.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;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;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. >te�-Flene Omnfl,rtr2x5e'llra61 ileS4S 9F:18�iE63U 1!U1S 6[Otgmzssf35'CY(-IPff1i1[tu'3tlniYEtrhm Ir3,(eLp K.5n:n/rnl Idn u 2:Inst hriptrrxvd(IR,u1N Imuil.raN m,rt IeIGet2 f'x:/dee eu.EeInlaSnaiu ss�el n Ge[EV,ulf Wi;inVdrsst(Ikeseth[ptiGCalled:11111mzG5cehtb:a{.,Slealkr(qE> '..IlfelaineglM)rgsmlerryaldCr{rdcvedngonrngemyecdAllbSeeesydCew�erm:(qalnAeLTJnry,nlolftl.rximnnnase,teiirureeiutsunsdry Anthony T.Tombo III,P.E. nt nedtesT.uuMmtu(hss is Bs usrasrrlmd40.u,GsC ts4aBd uMrai(arC:sge,bRe nskddMRC.de l�u{tk lvs(a`.fllgapulRlL llter}�+ddMNUuf aifnNsse r!1Nlnls;bd fnyFauiq slmgl,usldhGnnikn+l9£k4euilmiNlryd -380083 ' mmuroeaane(e un.luemeenedaRree:utev[dmntvia" lrramnaen,/n""nl&,nndMro:;u:pw,rnuomrs eanelnssu:mann,nins 4451 St.Lucie Blvd. r&!s5sekfaNW1(agitln,edgnu n'.rg kyelp"b04.Ih fn;ton.!n UlmnisE Ine il:I/Ipatlson,erinr,rlaex E•!b[n 0119714 9-10dal4!erxcuersd9ulai[41. Fort Pierce,FL 34946 (opy4ghf D 2016 A-1 Roof Noes-k1finoy L lamb ill,F.F.Repredu[tin ofthis do[omem,in ony brm,is prohibited wi16nui,he*itfen pr[wissiao Lom Ad bolLosses-Wool,L lamho ill:H. Job FCJ3 Truss Type Qty Ply 69532 Corner Jack 12 1 A0096105 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:50 2017 Page 1 I D:Y?e Us Do_tgy57AOxkEiG klzrTai-D HaNmK4Cv2bVdE OpOseynGGsA2CwAtSyb9fO47ydj PZ 2-0-0tM0 0 2-11-11 2-11-11 e i 3 6.00 12 0 0 m N , 1 2 81 ° o• 4 d c 1 3x4= i 2-11-11 2-11-11 Plate Offsets(X,Y)— 12:Edge,0-0-41 LOADING(psf) SPACING- 2-M CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.01 4-7 >999 240 Weight:13 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 BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. Structural wood sheathing directly applied or 2-11-11 oc 5)Refer to girder(s)for truss to truss connections. purT ROT CHORD 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52 lb uplift at Rigid ceiling directly applied or 10-0-0 oc bracing. joint 3,143 lb uplift at joint 2 and 36 lb uplift at joint 4. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. LOAD CASE(S) Standard REACTIONS. (lb/size) 3 = 56/Mechanical 2 = 278/0-8-0 (min.0-1-8) 4 = 19/Mechanical Max Horz 2 = 124(LC 12) Max Uplift 3 = -52(LC 12) 2 = -143(LC 8) 4 = -36(LC 9) r Max Grav 3 = 56(LC 1) 2 = 278(LC 1) 4 = 46(LC 3) FORCES. (lb) i 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.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. rarfit-naurtarwind,.ne'Lt tgr�mscs;'u;1it'p aeau IONS a immnaas imnartgiayu[sasltsuar sm t�i mm tn_dn,M na w,s Wads imn n,q,en.eplt�;.mite/rfieri.ias4 c:et tdenn swlda,ns.wm a,.a„m!o ae No.ny WkirmM+11 ssMlkrseifa;".eiWNk,dl4rims0:smhiasn{s.`rarEl6S�sfi-srdaaglM',grcrosasegrnAOrps4:4mlegi,wmlru Jfililalelntpd0esm¢eim;lg nOeifiDuli,vi¢1FFt.rsh4pn:.a es,4eliiu,hfutsrddkai Anthony T.Tombo III,P.E. ut nedh,iinslawt t.itiat ishe mlm'islm d6r U.ur,En Ur n s ealrmd gee a fie Mllup Oni¢s,u@e umd dfnn:,fir ltf vl to 6ulSr:Ifgo6af Rl i.tke eNml dfi,NO de,fi,N.0 dtl,Inns,sdr[¢skul�.sleep,i.dd:,Cwerl F.nm sid h lleneimiWrtiel 80083' ' Or G7fmt Ussige at 6d,mn.INMusel,d'an:lUB nlYx jrtaimsne paefeesdfiekilEgbepoealfc'eltlfimelemltsQp16h1kiR nl Sl;i nr rderecelGryr�d i+iirss.IFFledu,t4 nsinv7sies ui leaesdtr:lm,0:vpn,Tms AniprgrmnllnssYmhansy rdm 4451 St.LudeliWd. rMMvi,heNlrs(una,gadgna neuhag pamn Nnlisl lk T—VuR 6im,B egifi,taWq gesWx11nslld,.trio mrg lrNit ul sgWc,s Ma;mnadrdsmt. Fort Pierce,FL 34946 (opyright�iQ116-I RaalLasrs-dethooyLlamholll,P.E.RoWadim olthis dotomeat,inny form,is piohbuelwithati*e amen pnmissioa ham Ad iaofhosss-dmhaoy Llomholll;R.E. Job Truss Truss Type oty Ply 69532 CJ5 Comer Jack 9 1 A0096106 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:50 2017 Page 1 I D:Y?eUs Do_tgy57AOxkEiGklzrTai-D Ha N mK4Cv2bV dEOpOseynGGrk25GAtSyb9f047ydj Pt -2-0-0 4-11-11 2-0-0 4-11-11 3 , 6.00 12 ci ci 2 e' 1 � 8 4 3x4= 4-11-11 4-11-11 Plate Offsets(X,Y)— (2:0-0-0,0-0-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.12 4-7 >474 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.07 4-7 >892 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 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 B CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a BRACING-TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Structural wood sheathing directly applied or 4-11-11 oc 5)Refer to girder(s)for truss to truss connections. pur ins. 6)Provide mechanical connection(by others)of truss ROT CHORD to bearing plate capable of withstanding 108 lb uplift at Rigid ceiling directly applied or 10-0-0 oc bracing. joint 3,162 lb u Irft at joint 2 and 69 lb uplift at joint 4. MiTek recommends that Stabilizers and required P p cross bracing be installed during truss erection,in accordance with Stabilizer Installation aide. LOAD CASE(S) REACTIONS. (lb/size) Standard 3 = 118/Mechanical 2 = 341/0-8-0 (min.0-1-8) 4 = 54/Mechanical Max Horz 2 = 179(LC 12) Max Uplift 3 = -108(LC 12) 2 = -162(LC 9) 4 = -69(LC 9) Max Grav 3 = 118(LC 1) ti 2 = 341(LC 1) 4 = 87(LC 3) FORCES. (lb) Max.Comp./Max.,Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;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;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. tr,r,t-nsanm.wrre...nr'ina:;runes;uls,+[e�tLwss;nsc�nras!oujrm[ntaegn;[tau;sr[�r�n,e;�y,p:m,:�,«tm4rssra:m:,x.�pmr.�gPtr;wm�xirt.rutem:rtsaa�,sA,:taQe.:,.erxrsa.,.n.endmnrao.mr . W7tie mrlensirAkrsekr@riCCblrrailsrlmsgxphr®em[t'.re;rt7&¢inn:salnsgi(yityrtrer>soamttxrdnrpdrdrraugmrtugryrxtu7rlxSslrrgranesnt6ire,tymJrrfetggulpuimlFLl.Isehsgrnno(es,;eE6{mdeiert:en5(e,. AnthonyT.Tombo III,P.E. mi.uds�;unrt��wari:s<rnrm,nuta�o..r,r,o„d:unm�,�y._,nrwrryo:.�a,�a.raraan,an,utauki�as;int„u�emtr�yr:r,.i�nrrooQemtge.,,rn,r�;:�e.o.yr�;,.n.rrr.�s,:,meikmH,;dtre.m,rR:nanra =80083 ' urrru�a; mirrarm.tuanr:»Maate¢.uaerwm:dr:i na;e tno�emismnau,srmm�sr,rao-:et.m�tstuerdRr.,e�r agmar.IN]ifx;ne trr:;u e,tr:no mm MRnnsrvum�n,�iK; 4451 St.Lucie Blvd. n+n:nrafNrr nmeQmdgmm�d<germa mmrrd.lie T-hr:ar. is[?r wr,aurgoe:Ipn; un;<.tm:himer9,.7031 g 61imr3dm1nrarmnarhuenmL Fort Pierce,FL 34946 (opyrighl'Z 201d A I RoalTeosses-Anthony LTomho ill,P.I.Reprodurti n dthis dommeot,io any form,is prohid'uel wdoo-he into permission from A I inalLasses-AnthooyT.Tamho lit;P.E. Job Truss Truss Type Qty Ply 69532 CJSC Comer Jack 2 1 AOO961O7 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:51 2017 Page 1 ID:Y?eUsDo_tgy57AOxkEiGklzrTai-hT81_g5ggMjMFOz?yagBKTp01 SVsvKo6gpOacZydjPY -2-0 0 3-2-0 4 11-11 2-0-0 3-2-0 1-9-11 ' 4 Dead Load Deff.=1/8 in I 6.00 12 0 0 3 n 1 N 1 0 2 DO 0 l A s 7 1.5x4 II 3x4= I 1-11-8 1� 3-2-0 > N8 Plate Offsets(X Y)— [3:0-3-7 0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.07 6 >846 360 MT20 244/190 1 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.23 6 >261 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.09 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Wind(LL) 0.19 6 >308 240 Weight:22 Ill 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 WEBS 2x4 SP No.3 to bearing plate capable of withstanding 111 lb uplift at TOP CHORD joint 4 and 130 lb uplift at joint 2. Structural wood sheathing directly applied or 4-11-11 cc puriins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 6-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. - REACTIONS. (Ib/size) 4 = 155/Mechanical 2 = 353/0-8-0 (min.0-1-8) 5 = 30/Mechanical Max Horz 2 = 179(LC 12) Max Uplift 4 = -111(LC 12) 2 = -130(LC 12) Max Grav 4 = 155(LC 1) 2 = 353(LC 1) 5 = 60(LC 3) I 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=S.Opsf;BCDL=5.Opsf;h=25ft; Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom ! chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. t11a+w141-6—sHy .4.WPM':MIS,Sr;IEIgRRAt1'.1%6MN11_n rSIN!IUr�'lile6!6:iWlttAi'Irn.Ir9thiT µ�5nsw!rnlwhswtis rnnCesipUmig{ItR;)mi M1e 4CwTi.rrah 2,r'_IrMnt Shrldae nr.&lenolnawsednCe RU,nir Illumrdajims Anthony T.Tomho III,P.E. nt nedhsiwnb•nhd'sq is Re wsrmiY.hydbsRngMCndse4mdgxCnh:k7leg0.nge,odx wsha Aul6;,delNnlhkal Sxl6gw4 wtlrld.the nddtielUDni atfieBwtd9rrms;aM6gFnilu3,eloge,vfifeu.nl knxr sti hMresrnsidliryd �80083 ieh:itaga:sigewdhmrrdn.NMusdNkNelDCnlae irctirnerlp dindtwirabq hspenlSdrgNwadmnllil)ide:hllrifi wl SlU wrldn x1Er p�sipit¢r.llsl hbws!h nslns4Rin nl 6on d naIns;Om1,pw,Tms reap Egmni lass 0mhdnn,rdns. 4451 St.Lucie Blvd. s&rt5f hbxdN 1(nn�giadgn 4 risen ly rJ pass Wdrel 1'n inn Desn 61�ss 1s[5rnr k]riq Nsl}ar,srTac 4skr 6jaan Y.eq huslq.:0 aiedeAl!nas m m edm!xTL Fort Pierce,FL!34946 (opyrigbi 91116 A i Rn.ITsessas-Anlbooy L lnmbe 111,P.E.Replodaal—Ithis dommeel,in anyform,isplohi6ite1 wdontle nitlen permission from A-I RoolTrossas-Amhocyl,Tamho ill,P.I. I Job Truss Truss Type Qty Ply 69532 CJSP Comer Jack 1 1 A0096108 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:51 2017 Pagel ID:Y?eUsDo_tgy57AOxkEiGklzrTai-hT81_g5ggMjMFOz?ya9BKTpObS RgvKi6gpOacZydjPY -2-0-0 4-11-11 2-0-0 4-11-11 3 6.00 12 0 � o N rV 1 N 2 � d• 1 5 s 4 3x4= 4-9-14 4-9-14 Plate Offsets(X,Y)— [2:0-0-0,0-0-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.12 4-7 >489 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.06 4-7 >925 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MP Weight:19 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 4)'This truss has been designed for a live load of BOA CHORD 2x4 SP No2 20.Opsf on the bottom chord in all areas where a BRACING-TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 4-11-11 oc bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. ROT CHORD purT 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 108 lb uplift at Rigid ceiling directly applied or 10-0-0 oc bracing. oint 3,161 lb uplift at joint 2 and 69 lb uplift at joint 4. MiTek recommends that Stabilizers and required p p cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 3 = 118/Mechanical 2 = 340/0-8-0 (min.0-1-8) 4 = 54/0-3-5 (min.0-1-8) Max Horz 2 = 179(LC 12) Max Uplift 3 = -108(LC 12) 2 = -161(LC 9) 4 = -69(LC 9) Max Grav 3 = 118(LC 1) 2 = 340(LC 1) 4 = 86(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;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;end vertical left exposed;porch left exposed;C-C for members and forces 8.MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. rErar-fl.n n.r«Tur«rea ne'A-t iDDf IIP,:SrS!1rT i DMAI 1110i 6 NsmD_ai rDS?DY'tCrr')llIG;B[�IL'rl'Men oral k;ip rc.ea«,ve i«I wh,n tb,G.s,h,indrs'vriiD3)rod ae rmwTl.Iceks n:u.le!±'.sa Sknlawe w.Da.0 dmbe r kt nn.rD.uif {tT.i,ssua«rMu,wgkudfx ns iCCnk<rdJ.As.T-Drpi bra=a¢�-.. <;«M&gx!kn„YlnrRip;«r«:tutm.crTaram Rek«i•oilu�r«,ntm>c�trSl.fr:kksyoaCr so¢e 1res;Limed«nelDDnlf,,rin lRl.rxerq.neaps;lodarwlone,umlioJ ' , , : . t Anthony ll,P.E.afear,Tn, wifbn.,nT..,mma& mG—."'mnd„e« me 80083 nt s.argD.sipa.d bah.d«.Au.n.s sa.nw n:tDD.d T«m«snf peE.lw«atw r.rsr rra..ei s.5q rat,:naaptsFlr.se:�nr m«r sau m.Ada.«d dr�aa Tmrs..tat fefi«.n.«tr•sD.1G««f ae.se n.i«.;Dapa,nrss a.R.ts;«««f t«ss Pmba«n,«i«s .f.m.ndaelMr:«nea.;redrynle Here Fr1 pti«nnt..i.16e rnu t4,!n GTa..is turn.{xlf�Dnila..,«/nu trn.mb)b.e:am,la:u«r.!II«iudc.f+va;«.rs a.M1«failil. 4rt Pierce,FL 34946 Lucie 34946 Coppight 02016 Ad Roafhnsses-Arihony T.Iamb.III,pet.litpiodanian aithis document,in any hem,is pmhi6ited wohoutthe written pemissiaa from A-I 11mmf Trusses-Whiny 1.brabo 111,P.F. Fort Pierc L — Job Truss Truss Type Qty Ply 69532 D01 COMMON GIRDER 1 A0096109 2 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:52 2017 Page 1 ID:Y?eUsDo t9y57AOxkEiGklzrTai-Afi7B05SRgrDtYYBWHgQshL7ash7eZZF3TB790ydjPX 4-1-14 7-974 10-11-5 , 15-0-0 19-0-11 22-2-12 , 25-1%2 30-M 4-1-14 3-7 6 3-2-1 4-0-11 4-0-11 3-2-1 3-7-6 4-1-14 Y 6.00 12 5x10 MT20HSII Dead Load Dell.=1/2 in 6 4x6 6x6-- 4x6 J 5 7 6x6 4x4 5, 4 8 4x4 3 g 5x8 i 6 W 3x4 2 T Wr 1 10 6x10 1 4 A2 n yI Iy •24 18 25 26 17 27 2816 29 15 3031 14 32 13 33 12 34 7x14 MT20 10=3x8 11 8x8= 10x10= 12x18 MT20HS= 10x10= 8x8= 3x6 11 4x8 8x10 MUS28MUS28MUS28MUS28MUS28 JUS24 JUS24 JUS24 MUS28MUS28MUS28 10x10_ THDH28-2 JUS24 THDH28-2 JUS24 JUS24 4-1-14 7-9-4 10-11-5 15-0-0 , 19-0-11 22-2-12 25-10-2 , 30-0-0 4�` 3-7-6 3-2-1 4-0-11 4-0-11 3-2-1 3-7-6 4-1-14 - Plate Offsets(X,Y)— [1:1-1-12,0-0-14],[1:1-4-0,0-2-4],[2:0-4-0,0-24],[3:0-0-12,0-1-12],[4:0-3-0,Edge],[5:0-1-12,0-1-12],[7:0-1-12,0-1-12],[8:0-3-0,Edge],[9:0-1-4,0-2-0], [11:1-4-4 0-3-0] [11:0-6-5 0-2-0] [13:0-3-8 0-5-12] [14:0-3-8 0-6-0],[16:0-3-8,0-5-12],[17:0-3-8,0-6-0],[18:0-5-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.44 16-17 >806 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.83 16-17 >423 240 MT20HS 187/143' BCLL 0.0 ' Rep Stress Incr NO WB 0.92 Horz(TL) 0.27 11 n/a n/a ' BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:516 lb FT=0% LUMBER- TOP CHORD 2x6 SP No.2`Except' 7)This truss has been designed for a 10.0 psf bottom Ti:2x6 SP 2400F 2.0E BOT CHORD chord live load nonconcurrent with any other'live BOT CHORD 2x8 SP 2400F 1.8E 1-24=-10147/26261,1-1 8=-1 0 1 56/26283, loads. WEBS 2x4 SP No.3'Except* 18-25=-10110/26139,25-26=-10110/26139, W7:2x4 SP M 31,W5,W3:2x4 SP No.2 17-26=-10110/26139,17-27=-9168/23404, 20.This truss has been designed for a live load of WEDGE 27-28=9168/23404,16-28=-9168/23404, rectangle f on the bottom chord i all areas where a Right:2x6 SP No.2 16-29=-7688/19638,29-30=-7688/19638, rectangle chord a tall by other wide will fit between the SLIDER 15-30=-7688/19638,1 5-31=-731 4/1 96 71, bottom chord and any other members. of truss Left 2x8 SP No.2 2-9-2 14-31=-7314/19671,14-32=-8387/22585, 9)Provide mechanical connection(by others) BRACING- 13-32=8387/22585,13-33=-8860/23571, at bearing plate capable o at withstanding 5868 1b uplift TOP CHORD 12-33=8860/23571,12-34=-8860/23571, at joint 1 and MUS lb uplift 1 joint 11. Structural wood sheathing directly applied or 2-2-12 oc 11-34=8860/23571 10)Use USP s)or a (With 10d nails into Girder c 10d puriins. WEBS nails into Truss)or equivalent spaced at 11-6-8 oc BOT CHORD WEBS5583/14529,7-15=-7462/2906, max.starting at 0-8-12 from the left end to 24-3-4 to Rigid ceiling directly applied or 7-6-12 oc bracing. 7-14=-3044/8160,9-14=-4459/1705, connect truss(es)4 S ),ply 2x4 SP),A14(1 ply 2x4 WEBS 9-13=-1593/4464,10-13=-1123/533, SP),A13(1 ply 2x4 Sy A10(1 ply 2x4 ply A11(1 1 Row at midpt 7-15,5-15 10-12=-371/1091,5-15=-7408/3340, ply 2x4 ply 2 A0o(1 ply 2x4 ace f b t ply 2x4. 5-16=-3501/8064,3-16=-5762/2264, 11) (1 ply 2x4 SP)to back face of bottom chord. REACTIONS. (lb/size) 3-17=-2249/5981,2-17=-3118/1072, 11)Use USP THDH28-2(With 16d nails intoIGirder 8 1 = 15638/0-8-0 (min.0-6-8) 2-18=-1010/3003 16d nails into Truss)or equivalent spaced at'8-11-8 oc 11 = 15638/0-8-0 (min.0-5-8) max.starting at 10-2-5 from the left end to 19-1-13 to Max Horz NOTES- connect truss(es)A10(2 ply 2x4 SP),A01(2 ply 2x8 ob SP)to back face of bottom chord. 1 = 161(LC 24) 1)2-ply truss to be connected together with 10d 12)Use USP JUS24(With 10d nails into Girder$10d Max Uplift (0.131"x3")nails as follows: nails into Truss)or equivalent spaced at 9-2-4 oc max. 1 = -5868(LC 8) Top chords connected as follows:2x6-2 rows starting at 12-4-10 from the left end to 28-3-4 to 11 = -4800(LC 9) staggered at 0-7-0 oc. connect truss(es)B02(1 ply 2x4 SP),A05(1'ply 2x4 Max Grav Bottom chords connected as follows:2x8-2 rows SP),A06(1 ply 2x4 SP)to back face of bottom chord. 1 = 15638(LC 1) staggered at 0-2-0 oc. 13)Fill all nail holes where hanger is in contact with 11 = 12526(LC 1) Webs connected as follows:2x4-1 row at 0-9-0 oc. lumber. 2)All loads are considered equally applied to all plies, FORCES. (lb) except if noted as front(F)or back(B)face in the Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S)section.Ply to ply connections have LOAD CASE(S) when shown. been provided to distribute only loads noted as(F)or Standard TOP CHORD (B),unless otherwise indicated. 1)Dead+Roof Live(balanced):Lumber Increase=1.25 1-2=-25923/9919,2-3=-26173/10255, 3)Unbalanced roof live loads have been considered ,Plate Increase=1.25 3-4=-21987/8700,4-5=-21948/8707, for this design. Uniform Loads(plo 5-6=-16884/6537,6-7=-16881/6536, 4)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vert:1-6=-60,6-11=-60,1-11=-20 7-8=-21993/8417,8-9=-22037/8411, Vasd=124mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft; Concentrated Loads(lb) 9-10=-25236/9534,10-11=-26438/9998 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); Vert:15=-675(B)14=-4177(B)13=-1733(B) BOT CHORD cantilever left and right exposed;end vertical left 19=-1764(B)22=-444(B)24=-1742(B)25=-1762(B) 1-24=-10147/26261,1-1 8=-1 01 56/26283, exposed;Lumber DOL=1.60 plate grip DOL=1.60 26=1762(B)27=-1765(B)28=-4088(B)29=-675(B) 18-25=-10110/26139,25-26=-10110/26139, 5)All plates are MT20 plates unless otherwise 30=-675(B)31=-675(B)32=1732(B)33=-1735(B) 17-26=-101 10/26139,17-27=-9168/23404, indicated. 34=-413(B) 27-28=-9168/23404,16-28=-9168/23404, 6)Plates checked for a plus or minus 0 degree 16-29=-7688/19638,29-30=-7688/19638, rotation about its center. a+rmr-nnu n¢aqur n.».n!'u m;1 nnsFs;k!g r�cau F'IN1 e.;motr�s r�Foaf j a'Fa1 wrnuFzaat,F'a.a r,are:4.frcassvaa edaert raga q�:r,a,er,IpFa¢.gpo:i¢dnr ranwy r lr¢!r qrF.reFr<.,,sm!Fd¢r v.8ekv dxaiae rmt r,ne rm,wr WT!taenertr µohs simkneftartlrrCCgkadi rarUns O:srs hieae[e,�coE,tE ..,o!sslnwrlC;ryrzumnregha!dMrrceuiuderri,:nrtp,e>mrtdhk3r reuptd�su,Fh im:t,ixdnneFDSny,uin iFFF.l7ertsgv rs:.¢Fa!,,I�aFmu�uu:xi!��q Anthony T.Tombo III,P.E. W.xdresum tarmina,;ten!,a,pn'ur7a�¢c.K,.trs u.! ,eaF,m!iq nn!w7t!go!,.��,�n!¢mm�n!Ir mlttatF:Fo?Irau�rdr!tmF.m!nodae!teoRr�fi!It.arcnr r:ns:an.:yk.ae„M!r!.�n.nrs.Raany s<a:an,,r,ni;airyd #'80063 ' nerdf¢rC!sigerailuhada.Onto sdrd'v MIDC n17sj¢Oivanl prt!r¢asda'ela7fii 6ep!nl SaShN,a¢ebwptffjp164ellr Fn ref SlG nr,daenfdr psipid—IRFfdros n!,egnsd+litin nlfenrsdakL!r.Csnn,i,rss Ceaip(yra¢asi ln,a YndaAnn,ntrn 44515t.Lucie Blvd. rnerlsa krmllFaraeo¢t,pergna ntre h,:lrrtin inrhll Fla lr aDes!a fagmeis[grne kll!q Praipa,rrLn;Frsk¢Er de N:II Llae ndtrrl Mx;nentdnel'¢RI1. Fort Pierce,FL,34946 Copyrig6F92016A.11-ATimes-klbooyL Tango III,P.E.Fepratoariat clt6is docomrrt in ony(orm,ispmh3itz6 wiFhouF;le a,irtenpnmisciantrereAliaalTmss s-Act600yT.TanSolFl;p.E. ! i Al Job Truss Truss Type oty Ply 69532 D03 Common 3 1 A0096110 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:53 2017 Page-I I D:Y?eUsDo_tgy57AOxkEiGklzrTai-es FW PM64Czz4Ui7O4?BfPuuKNG 1 xNO7P17thhSydiPW 2-0-0 7-9-4 15-0-0 22-2-12 30-0-0 32-M 2-0-0 7-9 4 7-2-12 7-2-12 7-9.4 2-0-0 4x6= 6.00 12 Dead Load Defl.=5116 in 5 4x6- T 1.5x4 1.5x4\\ 4x6 4 6 3 7 2 1 m 2 01 9 I? 12 19 11 20 10 4x4 3x4= 4x6= 3x4= 4x4= = 10-2-3 19-9-13 30-0-0 10-2-3 9-7-11 10-2-3 Plate Offsets(X,Y)— (2:0-1-12,Edge),14:0-3-0 Edge) (6:0-3-0 Edge) (8:0-1-12 Edge) LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.38 10-12 >939 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.67 10-12 >538 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.15 10-12 >999 240 Weight:140 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2*Except' 2)Wind:ASCE 7-10;Vult=160m h(3-second use T1:2x4 SP M 30 Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h925ft; BOT CHORD 2x4 SP No.2 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) WEBS 2x4 SP No.3 and C-C Exterior(2)zone;cantilever left and right BRACING- ( ) 9 TOP CHORD exposed;end vertical left exposed;C-C for members Structural wood sheathing directly applied or 3-2-8 oc and forces&MWFRS for reactions shown;Lumber purlins. DOL=1.60 plate grip DOL=1.60 BOT CHORD 3)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 2-2-0 or bracing. rotation about its center. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation ouide. 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 2 = 1320/0-8-0 (min.0-1-9) bottom chord and any other members,with BCDL= 8 = 1320/0-8-0 (min.0-1-9) 10.Opsf. Max Horz 6)Provide mechanical connection(by others)of truss 2 = 187(LC 11) to bearing plate capable of withstanding 500 lb uplift at Max Uplift joint 2 and 500 lb uplift at joint 8. 2 = -500(LC 12) 8 = -500(LC 13) Max Grav LOAD CASE(S) 2 = 1320(LC 1) Standard 8 = 1320(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2014/1713,3-4=-1777/1643, 4-5=-1670/1672,5-6=-1670/1672, 6-7=1777/1642,7-8=-2014/1713 BOTCHORD 2-12=-1 265/1741,12-19=-584/1145, 11-1 9=-584/1145,11-20=-584/1145, 10-20=-584/1145,8-1 0=-1 271/1721 WEBS 5-10=-580/719,7-10=-434/694, 5-12=-580/718,3-12=-434/694 NOTES- 1)Unbalanced roof live loads have been considered for this design. 9nar-Flx 6u�llrrenr 6e7IIM`nIRSE3;5:i'J uit741 IiWS a(•7s01TEli tdStOY lUfE1'1tECAddi[L4LLEMr Ere.Icd,m-st grans sd esl wet a ati;Iras hvp heres;ihB;Wle le6ur1.hd,6,11.1A :,Sseneetee<rse.hlsss eaeta=den 4,It6,ear kdstemmr,riehs sidl kesetinle Ttn4 eit 4 etrns drug hsa:n[it,SiemhsTpw i 6e snl n�iq;sgrcats nsrgme Aoe rrdexiad asio..7r-pcsfin fc Sr h�nd v6,su¢e I-fq� uin n P.IDD,y, Mi.iuhan—pak ktnrud rrt wwai ae nearfi:T.,,tNmir.i sa6ennarahnaad..n,6,crMre dy,ca6raxao.,.e,a aaedmocrt,ittelr ini�:rwiw:aemt.Teen:�drfir VIA arN Atli m"5,T-:ird.liyitelig,swi.,omeaw.at kee;,ra!tr 6ea;ra,aadid Anthony T.Tombo(II,P.E. I mr,irmhss;rceruiboredn.anemssr.Moo:IDOnE6ernnnsotyie�.ecdTesrt.�e.e!stegt�eeee�p ;rah:mrniredSeramrdrwdterr,dTv�e.us!tohenar Ili anr;d!TTnsu: a,trent`s�iehraaanassuarnmra,:nm =80083 e6u.ise htadlr a t-wnonryradgn nGry y es rcaes mekd.ire Inss Des:a Ttoen is ssrnr b;Iriy Uenten,n L9ss sines btwn aa.barm.ul aiedees w.,;eo n dd;rd xmt. 4451 St.Lucie Blvd. (opopla D 2016 Ad RoolTmms-wony LTan5o 111,P.E.Repsodortiaa of ibis denm9or In any fam,is psobibed-without she nfien permission Iran A I I.41TIVSm-kshooyL lanha ill;P.E. Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply 69532 D04 Hip 1 ----J1 A0096111 Job Reference o tional ` Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:54 2017 Page 1 I D:Y?eUsDo_tgy57AOxkEiGklzrTai-62puci7izH5x6siadiiuy6RTUfOP6YAYWndEDuydjPV 2-0-0 13-0-0 17-0-0 23-2-12 30-0-0 32-0-0 2-0-0 ' 6-9 4 6-2-12 4-0-0 6-2-12 6-9 4 2-0-0 j 4x6 11 6.00 FIT 4x4 zz- Dead Load Deff.=1/4 in 5 q 6 5x6 4 5x6 3 7 m 0 2 5 2 8 c7 ?I1 9 Iq 13 20 21 12 11 10 3x4= 3x4= 3x6= 1.5x4 II 3x4= 3x8= 8-9 4 17-M 23-2-12 30-M 8-9-0 8-2-12 6-2-12 6 9 4 Plate Offsets(X,Y)— [2:0-1-0,Edgei,[3:0-1-12,0-0-01,[4:0-0-0,0-1-12],[4:0-3-0,Edge],[7:0-3-0,0-3-01 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 0.83 Vert(LL) -0.19 11-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.43 11-13 >844 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.14 11-13 >999 240 Weight:153 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=124mph;TCDL=5.Opsf,,BCDL=5.Opsf;h=25ft; WEBS 2x4 SP No.3 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) BRACING- and C-C Exterior(2)zone;cantilever left and right TOP CHORD exposed;end vertical left exposed;C-C for members Structural wood sheathing directly applied or 3-5-13 oc and forces&MWFRS for reactions shown;Lumber purlins. DOL=1.60 plate grip DOL=1.60 BOT CHORD 3)Provide adequate drainage to prevent water Rigid ceiling directly applied or 5-1-7 oc bracing. ponding. MiTek recommends that Stabilizers and required 4)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. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live REACTIONS. (lb/size) loads. 2 = 1320/0-8-0 (min.0-1-9) 6)'This truss has been designed for a live load of 8 = 1320/0-8-0 (min.0-1-9) 20.Opsf on the bottom chord in all areas where a Max Horz rectangle 3-6-0 tall by 2-M wide will fit between the 2 = -165(LC 10) bottom chord and any other members,with BCDL= Max Uplift 10.Opsf. 2 = -482(LC 12) 7)Provide mechanical connection(by others)of truss 8 = 484(LC 13) to bearing plate capable of withstanding 482 lb uplift at Max Grav joint 2 and 484 lb uplift at joint 8. 2 = 1320(LC 1) 8 = 1320(LC 1) LOAD CASE(S) FORCES. (lb) Standard Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2080/1729,34=-1883/1677, 4-5=-1878/1706,5-6=-1321/1349, 6-7=-1561/1384,7-8=2091/1693 BOT CHORD 2-13=-1299/1789,13-20=-716/1296, 20-21=-716/1296,12-21=-716/1296, 11-12=-716/1296,10-11=-1270/1792, 8-1 0=-1 268/1795 WEBS 3-13=-363/603,5-13=505/597, 6-11=-272/403,7-11=-552/654 NOTES- 1)Unbalanced roof live loads have been considered for this design. Bnnl-Fl�eaer2ll rzwa tk'1110;,IIrA3!Si'�9')i[L3t11'.Wf 60JSCIIClS i3ri0Yj WTI'tffC6:6i[LAIIJI'4m Inrf,hsiP Ixr..im wl n1 Eder n 2as Cms hfipmteag{II41m76r imrr I.rnh la;if.l,!cra�5'mtfdae ru.GUn otmne,21e1 m Ge IED,wir iAhiwriau lldess�lkudinle tOCa4sd.L lseUmsOn.hgann{,1,ya kT hyw4eesslneryTDO rgnsMmsreparder Prx;sind vrnvolmrcathJr tx3x 4sy deemMlm;ieptNnllel00uU.nen lRl.fhhs5s mwnpa:,leiyurLwcwaalel Anthony T.Tombo Ill,P.E. W d hiT,ns"T.,dy ish,npnFtq de.0—.h—1A hdepsn Aw1wimrC�gn,u9ewmddue Or 5,11c fN1.1 Wligah.eRl-L ne erpenl d6eTOOW.?&UneedeTms,m&Pghedg.dvep,udeCefinwlhnae Ai h h mrns60dtd =80083 ' 6ehatmi0!dgnmihrtnln.19e1os Who!TOO dpifa InIidrsrsfi-q.,WtuWWdI*I-D:—,Tres,DmpleT—ilw:seamd-n.kn 44515t.WeieBlvd. ree:m ieOvdl.s(omon epndernhs„r.tgdl rcun on�rN.lh1—Des.'a fegan uE]tleesllrcgdeslpn,nTwss$ms hlhen#mb:il'uy.dll asedtsibx;mts ddndnlRl Fort Piet. ,FLLuci 34946 (opysight-02016AIRooiSusses-AnhooyLTambeIll,P.E.Repmioniad this dommem,inooy form,ispmh1hedxahoulAsminenpa issi.ItemA-1hofTmsses-ArahenyT.lamhoIll;P.E. Job Truss Truss Type Qty Ply 69532 D05 Hip 1 1 A0096112 ' Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@a1 truss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:54 2017 Page.1 ID:Y?eUsDo_tgy57AOxkEiGklzrTai-62puci7izH5x6siadiiuy6RSOfSY6frYWndEDuydjF V -2-0-0 7-5-9 11-0-0 19-0-0 22-6-7 30-0-0 32-0-0 2-0-0 7-5-9 3-6-7 8-0-0 3-6-7 7-5-9 4x4= 4x8 Dead Load Defl.=318 iri = 4 5 6.00 FIT 1.5x4 1.5x4 3 6 W3 o_ 1 r 2 7 01 B 1� 11 1018 9 0 4x4= 3x8= 3x6= 3x4= 4x4= 11-0-0 1 19-0-0 30-0-0 11-0-0 8-M 11-0-0 Plate Offsets(X,Y)— [2:0-2-8,Edge],[4:0-2-4,0-2-8] [5:0-5-0,0-2-0] f7:0-2-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.22 9-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.58 9-17 >616 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.12 9-11 >999 240 Weight:144 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2*Except* 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) T 2x4 SP M 30 Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h25ft; BOT CHORD 2xx 4 SP M Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) WEBS 2x4 SP No.3 p and C-C Exterior(2)zone;cantilever left and right BRACING-TOP CHORD exposed;end vertical left exposed;C-C formembers Structural wood sheathing directly applied or 2-2-0 oc and forces&MWFRS for reactions shown;Lumberg purlins. p DOL=1.60 plate n DOL=1.60 BOT CHORD 3)Provide adequate drainage to prevent water Rigid ceiling directly applied or 6-7-14 oc bracing. ponding. WEBS 4)Plates checked for a plus or minus 0 degree 1 Row at midpt 5-11 rotation about its center. 5)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation quide. 6)'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 2 = 1320/0-8-0 (min.0-1-9) bottom chord and any other members,with BCDL= 7 = 1320/0-8-0 (min.0-1-9) 10.Opsf. Max Horz 7)Provide mechanical connection(by others)of truss 2 = -143(LC 10) to bearing plate capable of withstanding 464 lb uplift at Max Uplift joint 2 and 464 lb uplift at joint 7. 2 = -464(LC 12) 7 = -464(LC 13) Max Grav LOAD CASE(S) 2 = 1320(LC 1) Standard 7 = 1320(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1954/1629,3-4=-1677/1485, 4-5=-1463/1397,5-6=-1676/1485, 6-7=-1954/1629 BOT CHORD 2-11=-1180/1661,10-11=-840/1463, 10-18=-840/1463,9-18=-840/1463, 7-9=-1186/1661 WEBS 3-11=-300/493,4-11=-258/436, 5-9=-260/451,6-9=-300/493 NOTES- 1)Unbalanced roof live loads have been considered for this design. sr�R�r-nos,aN.¢p,,.rr.n,9naDInos<,;SP1G;ueauuusarmDinenrDtre,t,'sctir}urwa;l[au[m'nr¢fie,r6npr-_eknnl,nlM,nm,I—htir+N""Tir.lwen,sdmrtInk.ari.1&—slat W.,.e Mrs,n—"rneea Is' IMult Wi,ir ,yd,s siAkne/ett lelDC¢krdd.l„trns Dna 4raz¢Sia,Sremt7 Frpew..,sles�n^r(rDC rgrt:msoregtaedsi,r,ds:siud errtewigrnl:xrtn3.txD</,sipdp,mSk l,n;letehdnhlDDerry.ni¢Inl.!i,:q,mr¢raes,leial¢riaer,,smilAnl n/rxne.;vn,a.vlw.,Aso:ryr.spa,de,D.,¢.mc,.,;,n.rmdr¢rMud�D-Wr,,�e<r.mm�n,uLe,ixelr.r,�m=a rr:a/mI.m slsnrmDelmrwa.,.dn,tms.aa� k.:' AnthonyT.80083 III,P.E. a80083 qs m• + y ba.n¢,s,,ntt,em.¢Ira¢s,sake,n,p,rsna,d Ik S tr¢r D:agxru kxeedn.IDnfes saNir re1DC nl dz riu'itt5 ed paeDm,Ifslerf{kepeel Sehh Idn¢,kwpfSOtdfihllr 1�a!SSG¢r,anuul W Said pies.IeFI idnn e,restnsdrlees nr ken d RL,si asi;m,hrts Desip knee,si Iress Fush9ney nkss ,ee:msl,I ky110ed .4 e,nwul ai it.Intlni If,.I—Dog[,-,isl fA,kie Deli ,,nlnu ystirH 4451 St.Lucie Blvd. ro qn r r a �r sn tH¢r.egrnl�q.ular�n:e�¢z.o,r:a�nl�ml. Copyright D 2016 Ad RDolliusses-kdootT.Tombo III,P.E.Replodoaioo of this dommem,inony form,is pmMiled rahoosthe.rivers permission firm Ad Fool Tnss:s-Worry L Tombo 111;F.I. Fort Pierce,FL 34946 I Job Truss Truss Type Oty Ply 69532 D06 Hip 1 1 A0096113 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:55 2017 Page 1 I D:Y?eUs Do—tgy57AOxkEiGklzrTai-aEN Gg28KkbDok?H m B PD7UJzgr3m Sr40 hlRM nlKydjP U -2-0-0 9-0-0 15-0-0 21-0-0 30-M 32-0-0 2-0-0 9-0-0 6-M 6-0-0 9-0-0 2-0-0 • 4x8= 1.5x4 II 48— Dead Load Deff.=1/4 in 3 4 5 6.00 12 6 v a 2 6 m 01 7 Iv 11 10 9 8 3x6 1.5x4 11 3x6 1.5x4 11 3x6 3x8= ' I I 9-M 15-0-0 21-0-0 30-0-0 9-0-0 6-0-0 6-M 9-M Plate Offsets(X Y)— 12:0-2-9 0-1-81 [3:0-5-0 0-2-0] [5:0-5-0 0-2-01 [6:0-2-9 0-1-8] I LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/detl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.12 11-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.35 11-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MS Wind(LL) 0.13 10 >999 240 Weight:139 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except' 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) T2:2x4 SP No.2 Vasd=124mph;TCDL=S.Opsf-,BCDL=5.Opsf;h=25ft; BOT CHORD 2x4 SP No.2 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) WEBS 2x4 SP No.3 and C-C Exterior(2)zone;cantilever left and right BRACING- exposed;end-vertical left exposed;C-C for members TOP CHORD and forces&MWFRS for reactions shown;Lumber Structural wood sheathing directly applied or 3-11-3 oc DOL=1.60 plate grip DOL=1.60 purlins. 3)Provide adequate drainage to prevent water BOT CHORD ponding. Rigid ceiling directly applied or 5-9-14 oc bracing, 4)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 5)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) 6)'This truss has been designed for a live load of 2 = 1320/0-8-0 (min.0-1-9) 20.Opsf on the bottom chord in all areas where a 6 = 1320/0-8-0 (min.0-1-9) rectangle 3-6-0 tall by 2-M wide will fit between the Max Horz bottom chord and any other members. 2 = -121(LC 10) 7)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 443 lb uplift at 2 = -443(LC 12) joint 2 and 443 lb uplift at joint 6. 6 = -443(LC 13) Max Grav 2 = 1320(LC 1) LOAD CASE(S) 6 = 1320(LC 1) Standard FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1889/1405,3-4=-1882/1629, 4-5=-1882/1629,5-6=-1889/1404 BOT CHORD 2-11=-928/1575,10-11=-926/1580, 9-10=-931/1580,8-9=-931/1580, 6-8=-932/1575 WEBS 3-11=0/310,3-10=-292/481, 4-10=-390/413,5-10=-292/481,5-8=0/310' NOTES- 1)Unbalanced roof live loads have been considered for this design. 9mur-flesvEm.pllt rtrcGe7110;f 11CS1ES,'SE`d3�id[3llI!1Nf Ir1 CIICYfs1f/0Yi-ILT:r1xIW8iFlKY[lr tarn lndl2esiprsc:4wt se/nJ tsntislnnksgs Wsrw211[4)md6s aneyl.rua n:t'_t:hecz Sin!tdee ro.6eNus2nane saldm6e lEA,nit WTetmaas ddesssdlksseiMteibCpLedd lssrrrsUn.;eLry+:w[e,5yemlrLpw^`..s.deseelwmrTG;rgrt:aUnser�sdurtn4umdujnen�rnrycdi>irtr2rlr:�d6e sod:rm:lq:rinh:160n¢,ninitFl.�hsgs nvar:n;I�ar mleiuSsahlA$ Anthony T.Tombo III,P.E. M sudhsrensfK w7 knfey is De ospniUrtdis a.m,di0mrsoksmdgsdn5>Entiai o:rge,nSe ndm dram dr�tfnthL I�ralieE se$Mml.Ik snmdd6,ICCMrs+fi:n.:er9rr:ns:ud.EgFaseT?.ilcep.Mhfeosni kam iltk9x r:sEnsiiamd A80083 ' Ss tr3torC:sipx adLrtsnn.Illedn id Mul>`IDCntxe jrcfiarnl pr.Mian dltt.r' iLepeslL!ehldsrnekm;rt�plf•.LI It INsN SGA werdsnsllMNayd pilese.IM1ld3sn@s rzgnsdRus nd htiesd Aelnr.U:sr,se,hoes ksgsty:ssn nilnssvmhnnu,nhss 4451 St.Lude Blvd. sAoanMMI!,(wnodgred ern I V=4 h it fsrnes insh:l IL fnn Devgs[yvrn u lid M to:x�oe�}p,eiin stsla[sttr+n a'sgt 7usy.:Ul ntodose!nas n::s afiW n T1i. Fort Pierce,F1134946 (oppilk 02016 Ad lio.dosses-Anthony Llambo lll,BE,pepodod-ftbis donront,innny form,is pmbiined witbom sLe written permission Lon 4d loafLosses-AoihayLlambo III,P.E. I i r69532 b Truss Truss Type Qty Ply A0096114 D07 Hip Girder 1 1 .lob Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:55 2017 Page.1 I D:Y?eU sDo_tgy57AOxkEiGklzrTai-aENGg28KkbDok?HmBP D7UJzd33jfr—Ah(RMn[Kyd}PU 2-01 7-0-0 12�-9 17-7-7 23-0-0 30-0-0 32-0-0 2-0-0 7-0-0 5 4-9 5-2-13 5-4-9 7-0-0 Dead Load Defl.=7/16 in 4x8= 1.5x4 I 3x4= 4 8= 4 5 6.00 12 0 c; 2 7 r 6 I�* 01 13 27 28 12 29 30 11 31 10 32 33 9 0 3x6— 1.5x4 I I 3x8= 5x10 MT20HS= 1.5x4 11 3x6= 3x4= 7-0-0 12 4 9 17-7-7 23-0-0 30-0-0 7-0-0 5-4-9 5-2-13 549 7-0-0 Plate Offsets(X Y) 13.0 5-4 0 2 0] )6'0 5-4 0 2-0] 17'0-2-12 0-1-8] )10'0-1-12 0-1-81 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 0.91 Vert(LL) 0.41 10-12 >888 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.70 10-12 >513 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.67 Horz(TL) 0.20 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:145 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 10)In the LOAD CASE(S)section,loads applied to the BOT CHORD 2x4 SP M 30 WEBS face of the truss are noted as front(F)or back(B). WEBS 2x4 SP No.3 3-13=-108/616,3-12=-898/1764, BRACING- 4-12=-682/592,5-10=-694/602, TOP CHORD 6-10=-901/1767,6-9=-107/616 LOAD CASE(S) Structural wood sheathing directly applied or 2-2-14 cc Standard pudins. NOTES- 1)Dead+Roof Live(balanced):Lumber(ncrease=1.25 BOT CHORD 1)Unbalanced roof live loads have been considered Plate Increase=1.25 Rigid ceiling directly applied or 4-6-9 cc bracing. for this design. Uniform Loads(pit) MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vert:1-3=-60,3-6=-60,6-8=-60,14-1.7=-20 Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; cross bracing be installed during truss erection,in Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); Concentrated Loads(1 accordance with Stabilizer Installation guide. cantilever left and right exposed;end vertical left Vert:3=-147(F)6=-147 F)13=-350(F)9120(F F) exposed;Lumber DOL=1.60 plate grip DOL=1.60 20=-120(F)21=-120(F)22=-120(F)23=- REACTIONS. (lb/size) 24=-120(F)25=-120(F)26=-120(F)27=-60(F)0(F) 2 — 2448/0-8-0 (min.0-2-14) 3)Provide adequate drainage to prevent water 28=-60(F)29=-60(F)30=-60(F)31=-60(F)32=-60(F) 7 = 2448/0-8-0 (min.0-2-14) ponding. 33=-60(F) Max Horz 4)All plates are MT20 plates unless otherwise 2 = -99(LC 6) indicated. Max Uplift 5)Plates checked for a plus or minus 0 degree 2 = -1191(LC 8) rotation about its center. 7 = -1191(LC 9) 6)This truss has been designed for a 10.0 psf bottom Max Grav chord live load nonconcurrent with any other live 2 = 2448(LC 1) loads. 7 = 2448(LC 1) 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a FORCES. (lb) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord and any other members. when shown. 8)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 1191 lb uplift 2-3=-4500/2238,3-20=-5380/2742, at joint 2 and 1191 lb uplift at joint 7. 20-21=-5380/2742,4-21=-5380/2742, 9)Hanger(s)or other connection device(s)shall be 4-22=-5380/2742,22-23=-5380/2742, provided sufficient to support concentrated load(s)194 23-24=-5380/2742,5-24=-5380/2742, lb down and 271 lb up at 7-0-0,120 lb down and 171 5-25=-5382/2744,25-26=-5382/2744, lb up at 9-0-12,120 lb down and 171 lb up at 11-0-12 6-26=-5382/2744,6-7=-4500/2239 ,120 lb down and 171 lb up at 13-0-12,120 lb down BOT CHORD and 171 lb up at 15-0-0,120 lb down and 171 lb up at 2-13=-1939/3931,13-27=-1943/3951, 16-11-4,120 lb down and 171 lb up at 18-11-4,and 27-28=-194313951,12-28=-1943/3951, 120 lb down and 171 Ito up at 20-11-4,and 194 lb 12-29=-2623/5382,29-30=-2623/5382, down and 271 lb up at 23-0-0 on top chord,and 350 11-30=-2623/5382,11-31=-2623/5382, lb down and 219 lb up at 7-0-0,841b down at 9-0-12, 10-31=-2623/5382,10-32=-1881/3951, 84 lb down at 11-0-12,84 Ito down at 13-0-12,84 lb 32-33=1881/3951,9-33=-1881/3951, down at 15-0-0,84 lb down at 16-114,84 lb down at 7-9=-1877/3930 18-114,and 84 lb down at 20-114,and 350 lb down WEBS and 219 lb up at 22-11-4 on bottom chord. The 3-13=-108/616,3-12=-898/1764, design/selection of such connection device(s)is the 4-12=-682/592,5-10=-694/602, responsibility of others. Vn"vr nsv nm,itlrrerrt'+Fe'YnO;?T17snivall?.itiatt 11#56;i1k08ffi0S(OSOLr7691}1Irt;6ifP",YBt'Iun Imh himµ-:hrt,d ud u),a^3sinu Nrip@ce'mr;IM'jw711r 1,tiur t.i,aN ai:ri.tr!t:nal5a'idNe nr.ee4ss e3n+iu rdei mReliil.,dr wret pms:Ole+s+O'Nieehlr,d/.s,+m:sOs?fta nisp:shpr ce: ,+�ro,gm:unaos��dmpdm,ausamwrm�, acahu�amv�la:hr�d,+netw+dr. oiatrxhmwa c swa,cwmra Anthony T.Tornbo III,P.E. / \ ,d,udr.rins b.vi Nit3x:I,8+miu,abgd8r0e,c,N Onn'swa,mee gneune[wt�0.^.�ge,u3+umddMRwdrlGellielyd la lLgndeui RFL Re rypr,dd6e I00n1 oifieN.0 CMelm,;'sdetg kutLj.rke{e.ustd�te.nikwrtid!ie6x ugatiiA3rd _80D83 n+hu�ee p oet,mrm,.IO As d,d6tcetC0.di rrznu rdr d�:d ki,e r[, +Ki ty d�ena,us�rdsksirras run d�riydr4s�e.tnie�:a+mr ern snshMsd t,s:;o s,y,*::,wmtu mRumsun na<,,nien 445E St.Lucie Blvd. rn�nuid�dyr;�n,nro�d,rr��Gaydircnhmn,d.r.I—Veil,(i.1irr:Inrumno+npn; 5,n-IT—r.+7rmlap.snmpdesaAasmrstdRes:nt Fort Pierce,FL 34946 (epyiigh1�i41d Ad YaolLosses Anthoay L lamb.ll6 P.E.Rtpradunian al this darumeainany form,is prohibited xithom the xritien permission hon A-lraolTsasses-Aathany L Tamho III,r.L • Job Truss Truss Type Qty Ply 69532 E01 Common Girder 1 1 A0096115 Job Reference(optional) Al Roof Trusses,Fart Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:56 2017 Page 1 ID:Y?eUsDo_tgy57AOxkEiGklzrTai-2Rxel O8zVuLfL9szl7kM 1 XWzOTA4aZrr_56LlnydjPT 4-0-0 8-M 4-0-0 4-0-0 4x4= I 2 6.00 F12 1 W1 3 1 G ri• 11 4 12 L 6 1.5x4 II 2x4= 2x4= 4-M 8-0-0 4-M 4-0-0 LOADING(psf) SPACING- 2-0-0 ' CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.04 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.03 4-7 >999 240 Weight:28lb 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. 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 woad sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the purlins. 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 220 lb uplift at MiTek recommends that Stabilizers and required joint 1 and 220 lb uplift at joint 3. cross bracing be installed during truss erection,in 7)Hanger(s)or other connection device(s)shall be accordance with Stabilizer Installation quide. provided sufficient to support concentrated load(s)97 Ib down and 60 lb up at 2-0-12,and 97 lb down and REACTIONS. (lb/size) 60 lb up at 4-0-12,and 97 lb down and 60 lb up at 1 = 464/0-8-0 (min.0-1-8) 6-0-12 on bottom chord. The design/selection of such 3 = 466/0-8-0 (min.0-1-8) connection device(s)is the responsibility of others. Max Horz 8)In the LOAD CASE(S)section,loads applied to the 1 = 44(LC 26) face of the truss are noted as front(F)or back(B). Max Uplift 1 = -220(LC 5) 3 = -220(LC 4) LOAD CASE(S) Max Grav Standard 1 = 464(LC 1) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 3 = 466(LC 1) ,Plate Increase=1.25 Uniform Loads(plf) FORCES. (lb) Vert:1-2=-60,2-3=-60,5-8=-20 Max.Comp./Max.Ten.-All forces 250(lb)or less except Concentrated Loads(lb) when shown. Vert:4=-97(B)11=-97(B)12=97(B) TOP CHORD 1-2=-665/287,2-3=-665/287 BOT CHORD 1-1 1=-232/562,4-1 1=-232/562, 4-12=-232/562,3-12=-232/562 WEBS 2.4=-175/353 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); cantilever left and right exposed;end vertical left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. assay-nx+eN.ftlr rtKer de1110118SS41tEiylr33f IMS 6 G ft!rs WON,MInUINICIN T,6m rretk+Tr t¢t tnl uh:utis Taxkrip CrtxirtrfS;Wne4Cwrr.luG @,It.lt!sna i'RaMere.Feku riu rslelwRe IGO,nIr WTei¢eta,deh:sShckue0""IDOhlt sdl lteirHS Osn'bans{n,SyusPl tryi¢!,o:selnmyRC 1l1RINfnserl!aisdtispn;sa¢IuryuragtnTeC�7rrxSt!¢ged0e sbtietrt:lei�tnikipnq,esln iRl.tk hsgsns.ayrxs,l�¢I m/eint umldut Anthony T.Tombo 111,P.E. ¢i.dMI-I eq h"6e.a'rismpntlq Aee O..n,WC.,n;oAui:ergrr•nu:Wlvp Osne,u3eumd AtielM Q,l4t¢Irk bslS�Nigc.H¢Iftll.ltee nddpe r00¢[uy fieN.uAtletn;,sd:riytndiq.ilRen.vstd:rDs ui 6as[sldhe+mtnurtald —480083 ' ns rru�Msigx¢t6N!edrt.merns:n rOulrtoedei veCim n[r,'s:r naneldttxi[scpenl s�sq raes:n{usQr.l6•Ja[t.mnissumidner�[rs�sdpitae.tnte:rnse;ngnwimn nlnmllrt:tnso:v;:a,tws o-:y;:cl:.mnflms unrnmm,.nns 4451 St.Lucie Blvd. 10eM5!hrmelh 16eam 1rr¢dernb snna N,s0 roast imhsA tle t¢:t Bu!¢Dyaex h E�I at r,ds�goesiy,,¢Ts;usr:m[sitar:¢yret .ui:srndesd'ua:¢s ss[dsNu.rFL Fort Pierce,FL'34946 Coyyrirhl�7Ql4AIRaalTnsses-AmhonyT.Tamho ill,P.E.Reysodaaiaa dthis dOMMIr is-gfolm,is ptohiQhed riihoutlhe mfien remission hom61 RaciTnsses-Amhony L 10n4o III,F.E. Job Truss Truss Type Qry Ply 69532 E02 Common 2 1 A0096116 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:57 2017 Page) I D:Y?eUsDo_tgy57AOxkEiGklzrTai-WdVOEj9bGCTWzJQ9JgGbZk349tXnJ 1 q_ClrugDydjPS 4-M 8-0-0 4-0-0 4-0-0 4x4= 2 6.00 F12 1 Wl 3 1 6 L 6 A 1O 6' 6 4 d d• 1.5x4 II 2x4= 2x4= 4-0-0 8-0-0 4-0-0 4-M LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.03 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:28 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 BRACING- loads. TOP CHORD 5)'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 6-2-6 oc bracing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 201 lb uplift at MiTek recommends that Stabilizers and required joint 1 and 201 lb uplift at joint 3. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 1 = 320/0-8-0 (min.0-1-8) 3 = 320/0-8-0 (min.0-1-8) Max Horz 1 = 44(LC 9) Max Uplift 1 = -201(LC 9) 3 = -201(LC 8) Max Grav 1 = 320(LC 1) 3 = 320(LC 1) FORCES. (lb) ' Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-438/1001,2-3=-438/1001 BOT CHORD 1-4=-766/348,34=-766/348 WEBS 2-4=-554/193 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=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;end vertical left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. trmhs-flsuAmelklrrenr�Ae'111 `3?.RKIAI TEWIS A:Ot01IIClS"MouI101;l'ti([67C:[CiaOl'hm lctrr hsip pcc!!nrsNrulWuuSis rnukdp Onrurpro)WM[mwrl.fuk la,li.lr!analW!IeMe re.Oehv ctarise cee/uGe lCO,uit . Wir-wpie,,s't s-dtlfts RCLlerdd.As.Trrs Dug rtyu+..6!,!lnsgiD;!gmmsar�errxednr rrh:snulugrsmrrn ldntr.Sslr;yael tk sp}e Tns:Iq�dufclBFedr,ninlFFl.Izhsepn:.artaLlatbrodnut wnY:er /Nthcm T.Tom It, P.E. n1.nd4Y ims Wrart.kkeis Ae rnpssAlmtdlxOnn,hC.serse>Qwbd gednrarntlar Onipn,b4e udeddAs R4Ar IS(ne le lae1 k31hr nk nl Rll.n,mR:nddGe R-0n/ar fieUerdArin:s,udwiyWdbr.dwep,burF.da ri knxt sid3kmnsrnsii0iryd =80083 ' 0:"/IgS53�SP�us tr7fwrt:dgnwi Gsoran.nWu sdrwbr.=rilep6..tp':iet esdhktd g UW.1 Sahl. nd SSGnidnerel b,rmd pit...IN ednesne rtslns3iciaalheesdlbinfs0.>;pe,tress Orgs:y.rcn nilnss ua.hmn!,nlen 4451 St.Lucie Blvd. rAnm:«r�ethr:,ura�ronaerrraria�e.crrrnnbnh:atretrynm:ah !rberAru,lrr'Dnlpr!;nu,s,ilm.rrg�!:drgh:um..marwc:lln:;mrsa�rdrcml. Fort Pierce,FL 34946 (oppigbtD2016A4Roothusses-AnhoryP.Tmmbo III,P.E.Repleduniorof this dmumemt,inonyfum,isprnbibimdwhhouttheminenpermission from AlRmoffiusses-ArtbonyT.tomb.ill:P.E. i Job Truss Truss Type Qty Ply A0096117 69532 E03 Common Supported Gable 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:57 2017 Page 1 ID:Y?eUsDc_tgy57AOxkEiGklzrTai-WdVOEj9bGCTWzJQ9JgGbZk33GtcrJ2V ClrugDydjPS -2 0%0 4-0-0 8-M 10-0-0 2-0-0 4-0-0 4-M 2-M 4x4= I 4 6.00;12 1.5x4 1, I 6.5x4 I 3 <'J iT2 \�\ ST� ST1 \Ti-�` 6 2 7 1 10 9 8 3x4= 1.5x4 11 1.5x4 11 1.5x4 11 3x4= I 800 8-M Plate Offsets(X Y)— [2:0-2-0 Edge] [6:0-2-0 Edgel LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.03 7 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.06 7 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:37 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 Structural wood sheathing directly applied or 6-0-0 oc rectangle f on the bottom chord i all areas where n puriins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. BOT CHORD R 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)9,10,8 except Qt=lb)2=135,6=146. cross bracing be installed during truss erection,in 9)Non Standard bearing condition. Review required. accordance with Stabilizer Installation quide. REACTIONS.All bearings 7-11-15. LOAD CASE(S) (lb)-Max Horz Standard 2= 66(LC 11) Max Uplift All uplift 100 lb or less at joint(s)9, 10,8 except 2=-135(LC 8),6=-146(LC 13) Max Grav All reactions 250 lb or less at joint(s) • 9,10,8 except 2=259(LC 1).6=259(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=160mph(3-second gust) Vasd=124mph;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;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable studs spaced at 2-0-0 oc. 6asl Hms.r»I±rn'u*.nr'Adf}x DfiY3,rStt1R'}fteHsl t:r.:tmi:Rk�3f:E11;.Jr{33!UiS:U9S17N47C hn+,terl.IrYn P-rYnvi IMnk:n rums E-vpE-glW W,,to;L lugs 111,1110—SkAhhn nr.Ikrs;cia.ie R4fa47GG,a1+ Wiei n.eJn rkes sarekn'a tm nr lO€a'n rr6l e:rian;es7r h{rsea y:a,sfecs:+t rra;ae srGn Wicongrrsm.nauf'acr ar re`+t drgiun�ayrx:.4ettm&ees'�sdne ria5tstr.s rluef ser l3Darh..M IIt1.I" kvnr�i .ta'ry teseb srhtKi. Anthony T.Tombo III,P.E. adneJtysinnMd!E+7ta7uxrr�asdu+!in�«sn.a!C.rrsMmidgteaR3 rr leripe.uCx2sdand�9f,�sH'mn:lyd ixeml ul:xlIIrl ingprrcldnr r;Dai al�rK:t of}t rrr,ainyr.�.>;.mrtlx,i. wa3lxq odhr gaW.lra 383�83 ' Sx la tlry e:y�nrxlraeakf.39msstlMnnrPflesl eafrxrxssme ynheves3tutrdlzgGsynrs'sd!f h4retAaR4QPtlisklF ,eel SS;s nsrehner.d(rt rea901.1.iiid 9smrs3e resps,a nn ni lAesCnr SRssiev a.Jmr Ns s6gttu o!'rt;s KwJeCnlr,nLss 4451 St,Lucie Blvd. ¢3x.irkhrditr(e:M zper!rga4n 1lr d;ym'iesirdrti]frl.ns Orvpfeg LS813r t.rsier gilpX.ffT+ss:ruen lr{nexdmYd3np.S�egesarlfiesmcfhrlplrN. Fort Pierce,tl 34946 (opyrirll07016 A-1 Reel tresses-AtIlkeq Llomho ill,P.E,igmdmtiee a phis dmomeot.ieoeyfem,hpmk3eed.4ow the srMee pmmisiroahemA4 fool bosses-Whceyt.]echo ill;P.L I Job Truss Truss Type Oty �Ply 69532 HJ3 Diagonal Hip Girder 4 1 A0096118 Job Reference optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:58 2017 Page ID:Y?eUsDo_tgy57AOxkEiGklzrTai-_p3PS3AD1 WbNbT?LsYng6ybCTHrH2VR8RPbSMfydjPR -2-9-15 2-3-10 4-2-3 2-9-15 2-3-10 1-10-8 3 4.24 12 v 8 o m 2 1 B1 9 4 1 3x4= 4-2-3 4-2-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.07 4-7 >703 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) 0.06 4-7 >807 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:17 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 BRACING- joint(s)3,4 except(jt=lb)2=382. TOP CHORD 7)Hanger(s)or other connection device(s)shall be Structural wood sheathing directly applied or 4-2-3 oc provided sufficient to support concentrated load(s)104 purlins. lb down and 116 lb up at 1-4-9,and 104 lb down and BOT CHORD 116 Ib up at 1-4-9 on top chord,and 36 lb down and Rigid ceiling directly applied or 10-0-0 oc bracing. 83 lb up at 1-4-9,and 36 lb down and 83 lb up at MiTek recommends that Stabilizers and required 1-4-9 on bottom chord. The design/selection of such cross bracing be installed during truss erection,in connection device(s)is the responsibility of others. accordance with Stabilizer Installation guide. 8)In the LOAD CASE(S)section,loads applied to the REACTIONS. (lb/size) face of the truss are noted as front(F)or back(B). 3 = 54/Mechanical 2 = 288/0-4-9 (min.0-1-8) LOAD CASE(S) 4 = -O/Mechanical Standard Max Horz 1)Dead+Roof Live(balanced):Lumber Increase=1.25 2 = 161(LC 4) ,Plate Increase=1.25 Max Uplift Uniform Loads(plf) 3 = -75(LC 8) Vert:1-3=-60,4-5=-20 2 = -382(LC 4) Concentrated Loads(lb) 4 = -39(LC 19) Vert:8=74(F=37,B=37)9=84(F=42,B=42) Max Grav 3 = 54(LC 1) 2 = 288(LC 1) 4 = 81(LC 22) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except , when shown. NOTES- 1)Wind:ASCE 7-10;Vult--160mph(3-second gust) Vasd=124mph;TCDL=5.Opsf,BCDL=5.Opsf;h=25ft; Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. Aesng-tin!Oww1!lerzerer 5e'111g iiASts7ry_:!�^yif[3A11'rlIS6:Bip1112Y>i7SiCY'IYfir1!([EBiFPeY:1Tlv¢Ierl/h!ipp,dxrnlred meen^ic lnn CesireAme3pLgl)w/tlrWnrl.ruN R,iL4!enrife!tdre.v.Celres Beane r7eln Ce rCO,nlr WTataaMe des swAkesdfwle iUCulee/d.lseUns OeseeN»wii e,!emq F< 4Ue!edn �; m¢naves:ettaedGerrde:euaelegweuige��xddirk!h hsgadlk suyklm;igddarel,"C ulr,eun lRl.isa ttih eiu¢r,:e;laitrl udriss,sahifrry Anthony T.Tombo III,P.E. m.>:esrrsanerz..nu� ,isn.¢,r¢!�:Vndaa�e,e,c..d,eat..Gei.fr�nugimrueerow,r, u+hdAGe�delKussttfmlSdfpsd=MRlLlteyr:¢.IdGeIGOaletfieNru�'fieims,cd.tiykae�.sivep,us!ereti.nilmns4ilerte!esrmisNatd =80083 I m�:uwlpes��e,e6ecmw.inethefnewasrgcret�arRmmrdr,:ielG.sa>frrmu:�renee¢ift<nl�eewerm;ns�retr•.e<tNrn¢isztce�awn!etr, ,dP��e.tntteeeesnewyn:si es wtanesanetr.:.nekaw,iensoamty e¢uttmsua.n�¢<!:eeks! 4451 St.Lucie Blvd. mernsfertdtrr:¢na,s�¢dgeeGwwrytlpmaGestot.nerrossoeontel�ssurdlaes::uro}o.ny¢,,w1,ssspMhre�e!megr,:u>}.ul¢rndr:,inr:>wee:ad,¢ihmL Fort Pierce,FL 34946 (epyright 0 2016 Ad Eof Tmsses-ArthooyL 1W.III,P.E,Repmfir iae aithis dommot.io ooyfo!m,is peobibited with otlo wrinen pesnissioOrom A-I Raol bosses-Arihoeyl.Tonga III,P.L Job Truss Truss Type Oty Ply 69532 HJ7 Diagonal Hip Girder 2 1 A0096119 � Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:58 2017 Page 1 ID:Y?eUsDo_tgy57AOxkEiGklzrTai-_p3PS3AD1 WbNbT?LsYng6ybCTHgs2S_BRPbSMfydjPR -2-9-15 5-10-5 9-10-1 2-9-15 5-10-5 3-11-11 ' 4 1v l 4.24 12 3x4 i 1 o 3 c i 1 o s7 11 , 2 e t e r 14 15 7 16 6 1 1.5x4 II 3x4=5 3.4= 5-10-5 9-10-1 5-10-5 3-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.10 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) 0.07 7-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:43 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 BRACING- chord live load nonconcurrent with any other live TOP CHORD loads. Structural wood sheathing directly applied or 6-0-0 oc 4)'This truss has been designed for a live load of purlins. 20.Opsf on the bottom chord in all areas where a BOT CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Rigid ceiling directly applied or 8-6-11 oc bracing. bottom chord and any other members. MiTek recommends that Stabilizers and required 5)Refer to girder(s)for truss to truss connections. cross bracing be installed during truss erection,in 6)Provide mechanical connection(by others)of truss accordance with Stabilizer Installation quide. to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=1b)2=506,5=204. REACTIONS. (lb/size) 7)Hanger(s)or other connection device(s)shall be 4 = 109/Mechanical provided sufficient to support concentrated load(s)104 2 = 481/0-10-15 (min.0-1-8) lb down and 116 lb up at 1-4-9,104 lb down and 116 5 = 318/Mechanical lb up at 1-4-9,41 lb down and 46 lb up at 4-2-8,41 lb Max Horz down and 46 lb up at 4-2-8,and 75 lb down and 113 2 = 271(LC 4) lb up at 7-0-7,and 75 lb down and 113 lb up at 7-0-7 Max Uplift on top chord,and 36 lb down and 83 lb up at 1-4-9, 4 = -95(LC 4) 36 lb down and 83 lb up at 1-4-9,16 lb down and 49 2 = -506(LC 4) lb up at 4-2-8,16 lb down and 49 lb up at 4-2-8,and 5 = -204(LC 8) 46 lb down at 7-0-7,and 46 lb down at 7-0-7 on Max Grav bottom chord. The design/selection of such 4 = 112(LC 19) connection device(s)is the responsibility of others. 2 = 481(LC 1) 8)In the LOAD CASE(S)section,loads applied to the 5 = 318(LC 1) face of the truss are noted as front(F)or back(B). FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 1)Dead+Roof Live(balanced):Lumber Increase=1.25 2-11=-566/324,11-12=-577/326, ,Plate Increase=1.25 3-12=-498/336 Uniform Loads(plf) BOT CHORD Vert:1-4=-60,5-8=-20 2-14=-442/503,14-15=-442/503, Concentrated Loads(lb) 7-15=442/503,7-16=442/503, Vert:11=74(F=37,B=37)13=-67(F=-33,B=-33) 6-16=-442/503 14=84(F=42,B=42)15=5(F=2,B=2)16=-51(F=-26, WEBS B=-26) 3-7=-51/260,3-6=-580/510 i NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 vm;eg-nos,nnngsgn.�.m•inoc;nn4Z;s€!a,acsacross;nspm;s:asrou-rorYluesre:u-0u;�rmmreera:m�snsorrKrensnrnrrtssn,�gon.�gpoe;werwairr�r,w,r�.rs�s>;sswre.K.�trna«.�,<m+d.,ermo.ntr Yd[hnmhrrlEri s�lkeul{xe<txnrt tdi rslmsosg 6gree(is,sryrF7 GSraerMnzgrsgmsats oee�taranr rr.isvndarn:erogryna:htagec eranel6e sogletm:tgdnn:lCi edt.nin iRL rahsm mraryes.icey Qrmns wrdeer Anthony T.Tosnbo Ill,P.E. w neAhsTinsWa"fr«ikkoy is ee rtgxifrinlden Onr,da Onds oalemel yr2n ne bttmg Oo:¢e,hW nrhd s11ir04ne ltCul rk lnl b:lheg seN mf mL Re eyrwsldhe lUgnt e,fieN.0 A9erms,nAiog FeaeLgslnege,usbnEn r.i hose siiikee rnrmi><7RtJ =80093 ' nereafag UeYxr ad havenn.sgepes sn emu o.lgC ndne'rrcfins nlgvuelien etne Hillag 6rysenl Sa'nrWn¢erenp0Qrelfi:Ne Irmo!SYJ reidanaetxyrsdg+isexe.rnl edmsne nsgns,'clCn nrAnesdnrLnsOekpe,Trtslrip67:see ndlmsWrnfidnn,nlns. 4451 St.Lucie Blvd. enmme h1aNN s(Mmtepnt qn R nose h,dlyetim hnhsi the frm DtOw hg¢ee is Eine Ndlhgbeslgx,,nhns Ante&6g�e!a'nyer90>A.LI arodce!!erx;m ss 7eM1n1 nlrrl. Fort Pierce,FL.34946 (opyright91P16AIRoalhesrs-Aetheoy T.lamha Ill,P.E.Repmdoeioaol this dommeot,inooyis.,is prohbhedrhbuue7he rrfien peneissiao hex A4 Roof rmsses-Aethovy I.combo Ill;F.I. I Job Truss Truss Type Qty Ply 69532 HJ7C Diagonal Hip Girder 1 1 A0096120 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:10:59 2017 Page ID:Y?eUsDo tgy57ADxkEiGklzrTai-S?dntPBropjDCdaYQF13f98NDg9WnvxHg3K?v6ydjPQ 2-9-15 2 6-7 1 41 4 6-8-9 9-10-1 2-9-15 2-6-7 1-9-13 2 4-5 3-1-7 5 Dead Load Defl.=1/8 in 3x4 4.24 12 4 1 v 7x8— a N 3 A 1 2 8 17 7 q 1.5x4 I I 1.4 = I� e o- 16 10 3x4= 2x4 11 4-4-4 6 8-9 9-10-1 444 2 4-5 3-1-7 Plate Offsets(X,Y)— [3:0-2-12,0-1-0),[3:0-2-12,0-3-4),[9:0-0-0,0-1-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.18 10 >635 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.18 9 >652 240 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) -0.06 7 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-MS Weight:44 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2`Except` 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) 82:2x6 SP No.2 Vasd=124mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft; WEBS 2x4 SP No.3 Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); BRACING-TOP CHORD cantilever left and right exposed;end vertical left Structural wood sheathing directly applied or 5-3-2 oc exposed;Lumber DOL=1.60 plate grip DOL=1.602)Plates checked for a plus or minus 0 degree ROT CHORD purT rotation about its center. 3)This truss has been designed for a 10.0 psf bottom Rigid ceiling directly applied or 6-0-0 oc bracing. chord live load nonconcurrent with any other live MiTek recommends that Stabilizers and required loads. cross bracing be installed during truss erection,in 4)`This truss has been designed for a live load of accordance with Stabilizer Installation uide. 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the REACTIONS. (lb/size) bottom chord and any other members. 5 = 57/Mechanical 5)Refer to girder(s)for truss to truss connections. 2 = 485/0-10-15 (min.0-1-8) 6)Provide mechanical connection(by others)of truss 7 = 392/Mechanical to bearing plate capable of withstanding 100 lb uplift at Max Horz joint(s)5 except Qt=1b)2=511,7=271. 2 = 271(LC 4) 7)Hanger(s)or other connection device(s)shall be Max Uplift provided sufficient to support 5 = -63(LC 22) lb down and 116 lb up at 1-4-9,104nlb down oand 4 116 2 = -511(LC 4) lb up at 1-4-9,41 lb down and 46 lb up at 4-2-8,41 lb 7 = -271(LC 8) down and 46 lb up at 4-2-8,and 174 lb down and 123 Max Grav lb up at 7-0-7,and 174 lb down and 123 lb up at 5 = 64(LC 19) 7-0-7 on top chord,and 36 Ib down and 83 lb up at 2 = 485(LC 1) 1-4-9,36 lb down and 83 lb up at 1-4-9,16 lb down 7 = 392(LC 1) and 49 lb up at 4-1-8,16 Ito down and 49 lb up at 4-1-8,and 16 lb down at 7-0-7,and 16 lb down at FORCES. (lb) 7-0-7 on bottom chord. The design/selection of such Max.Comp./Max.Ten.-All forces 250(lb)or less except connection device(s)is the responsibility of others. when shown. 8)In the LOAD CASE(S)section,loads applied to the TOP CHORD face of the truss are noted as front(F)or back(B). 2-14=-718/414,3-14=-647/421, 3-4=-836/549 BOT CHORD LOAD CASE(S) 2-16=-528/518,10-16=-528/518, Standard 8-9=-650/810,8-17=-650/810, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 7-17=-650/810 Plate Increase=1.25 WEBS Uniform Loads(plf) 4-7=-896/719 Vert:1-5=-60,10-11=-20,6-9=-20 Concentrated Loads(lb) Vert:10=5(F=2,B=2)14=74(F=37,B=37) 15=-140(F=-70,B=-70)16=84(F=42,B=42) 17=-3(F=-2,B=-2) Bmni-Flnsnttertnirenea we'F1IOsf 1t4547rY�Cl'�in91t 1!n!S 6(?uClBalS to?BYi lL1"j'11[I6niiFPoY:FP lua IrtAt hGpyacNel tt/at1tlN a"vs in!tk!ip@,iu)(10.:;m;lat(tT wrL ivlt @,If.lt!!;na Sia!tdvt w.Etkn a'�aiu stt/m 6t RA,ed� w'raitaadvrMe!!itgkesstiar3tigCnkedi.letirnsg:seeEt{met��wdiGpte.?Rbefetlua/iMegmedsotegrmednepi2:venlogveviq,oyrcih'a-.MSelesigtdDe:br'sim:lqsloAetrAulf,ueoiRlluh:gex:tar=tet,7rzEalutlEiuturtt![ot' AnthonyT.TomboIII,P.E. tst>cd ei,nsw•�iui�c..i:ettt,pt,l�dase.,,,a.a,ter!e aad•ytsten.aAu�o,: ,mdttemddneo;.etmesnt�lk:liitgeremml.n,emt,d06,Wwie,�BenneOil,T. .k,&r� wiln.o tit,mfe r m.eta k-1A.B:kaeFtytt!iiartrd �80083 attlliqD!geteriieYartrt.tgel"satd'af ..INu(! peft eipiddtkldfgbe:pee,lStdtldttztusen311,14d'i11IN.1wjrtidnmt 4r ryad gtiN IPI-IillimBeasinu3iirdeeulFM!d R ius.Bn�pe'Itemkeip[,f—W1.•!fthata,edns. A m a1?•txnedyaaget�m ma,cyllnIiudeti.ReNilus.bi�ttisNil11, :lu.;DWIx,nirornea6 tilnnmr�dal�.IDaiceflodI el,is Mill a 4451 St.Lucie Blvd. tn1. Fort Pierce,ci s49ao (apysigbI02916A-I loot 6usses-AmbooyE.Tamba III,P.E.hpieduaianal this dommonl,ieonyIll.,ispiobihnedwithoutihe,inenpnmissiaohenA-IFaofhosses-AathonyLTonbolll,P.E. Job Truss Truss Type Oty Ply A0096121 69532 HJ7L Roof Special Girder 1 1 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:00 2017 Page 1 I D:Y?eUsDc_tgy57AOxkEiGklzrTai-xCB9flCTZ7r4gn9k_zplBNhXz4XrW PwRvi4YRYydjPP 2-9-15 3-10-12 7-4-6 2-9-15 3-10-12 3-5-10 i 1.5x II Dead Load Dell.=1/16 in I 4.24 12 9 Ni 8 2 Bi t� s 10 11 1 � 3x4= 4 1.5x4 II I 3-10-12 7-3-15 7 -6 3-10-12 3-5-4 0 -6 Plate Offsets(X Y)— [2.0-0-13 Edgel 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 0.64 Vert(LL) 0.28 4-7 >306 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.25 4-7 >351 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:31 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at WEBS 2x4 SP No.3 joint(s)except Qt=lb)4=404,2=534. BRACING- 6)Hanger(s)or other connection device(s)shall be TOP CHORD provided sufficient to support concentrated load(s)104 Structural wood sheathing directly applied or 6-0-0 oc lb down and 116 lb up at 1-4-9,104 lb down and 116 purlins, except end verticals. lb up at 1 4-9,41 lb down and 46 lb up at 4-2-8,41 lb BOT CHORD down and 46 lb up at 4-2-8,and 74 lb down and 114 Rigid ceiling directly applied or 10-0-0 oc bracing. lb up at 7-2-9,and 75 lb down and 114 lb up at 7-2-9 MiTek recommends that Stabilizers and required on top chord,and 89 lb down and 83 lb up at 1-4-9, cross bracing be installed during truss erection,in 89 Ib down and 83 lb up at 1-4-9,and 69 lb down and accordance with Stabilizer Installation guide. 49 Ib up at 4-2-8,and 69 lb down and 49 lb up at 4-2-8 on bottom chord. The design/selection of such REACTIONS. (lb/size) connection device(s)is the responsibility of others. 4 = 36310-9-14 (min.0-1-8) 7)In the LOAD CASE(S)section,loads applied to the 2 = 363/0-10-15 (min.0-1-8) face of the truss are noted as front(F)or back(B). Max Horz 2 = 221(LC 4) Max Uplift LOAD CASE(S) 4 = -404(LC 4) Standard 2 = -534(LC 4) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max Grav ,Plate Increase=1.25 4 = 363(LC 1) Uniform Loads(plf) 2 = 363(LC 1) Vert:1-3=-60,4-5=-20 Concentrated Loads(lb) FORCES. (lb) Vert:3=140(F=-70,B=-70)8=74(F=37,B=37) Max.Comp./Max.Ten.-All forces 250(lb)or less except 10=84(F=42,B=42)11=5(F=2,B=2) when shown. TOPCHORD 3-4=-301/302 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); cantilever left and right exposed;end vertical left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Vnul-fltrttMmdlT nrW M'fi ld:`:11¢SS3(SEl;i';,nE63111EWS 6(Dt�1112ei(:SI(1Y'IDrt'fiE[E:Bt[LbY:fl'Inn lrrCr iuip pr_9ntnt ted eoh1u41t lnstk!ip drzral;<OC)oW Ge lrtmil.luia m:E:.le�na SWtEdee nv G6oe�xaisr s'tldarte lCO,ed} WLkmumr}lens sse0knedWt lr xlrrdt LeLnsOnsEgmen(i2,Sryd7 trpn:,ntssin�if�;rgn;mswrer}esrdM[rdnsaod n;ontoln:pa:Ji2¢+x!<hsyvd5e m.y4[ns fe}:aide MidG edt..dnlfiL lahap m.nrt n,lathrwltint mhltm Anthony T.Tornbo 111,P.E. W tud T.-W en dilly isdensp mi'qd6.0—,te U.err:edrtnre Aran ht Wim}a:.mn,u le needdM04de lGel lz[,.Istlig,derd Ell I.N,W l d6t M ul ne NJ-dML ss,W&q F¢In s1np,iesIv1s nihnM sif It 6 rtilwUt}d �E g0083 ' Ile[>IOgO:dperru 60.1m.IHW,,,d.d"nIIe100n1!tipm.—drii,r-dthkiSq[=7-1shtrhsetncnAMjdE.h1I?MWSOnuf.-(Minadpid-141ie-1, gnlb-In.Wdacdmtinss0.snn,Tntshvp hp.nllnss4u.fid-a lrss 4451 St.Lucie Blvd. rMnln ikdlde(tened epedq..n.ma1,M ph.I Int.ikTrott Des!n 67beu I'll NII[ir}Ots!pu,oTrn.Spten[ep as t!enH:!hq.an n1114odni—idndulld. Fort Pierce,FL 34946 (epytig6l'W 2616 A-I RualLnsss-Arihoey C Tomho 116 P.F.Repreiur ion of this dotomeny in ny fmm,is pioh;9ited xiihounhe niters ptnission 6om A-I h.f imssn-AnlhonyL I mb Ill;P.F. I Job Truss Truss Type Oty Ply 69532 HJ7P Roof Special Girder 2 1 A0096122 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:01 2017 Pagel ID:Y?eUsDo_tgy57AOxkEiGklzrTai-POkX45C5KRzxSwkwYgKXkaDijUsbFq La7Mp6z_ydjPO -2-9-15 5-2-10 9-3-10 2-9-15 5-2-10 4-1-1 1.5x4 II 4 4.24 12 1 3x4 3 1 1 2 � � e 1 : 13 14 6 15 a "e r 1.5x4 II 5 3x4= 3x4= 5-2-10 9-3-4 9- 10 5-2-10 4-0-11 0-0-6 Plate Offsets(X,Y)- (2:0-0-13,Edge] 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 0.64 Vert(LL) -0.09 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) 0.07 6-9 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:46 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 y WEBS 2x4 SP No.3 chord live load nonconcurrent with an 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 purlins, except end verticals. 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 7-5-2 oc bracing. 5)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)except(jt=lb)5=457,2=626. cross bracing be installed during truss erection,in 6)Hanger(s)or other connection device(s)shall be accordance with Stabilizer Installation guide. provided sufficient to support concentrated load(s)104 lb down and 116 lb up at 14-9,104 lb down and 116 REACTIONS. (lb/size) lb up at 1-4-9,41 lb dawn and 46 lb up at 4-2-8,41 lb 5 = 405/0-10-9 (min.0-1-8) down and 46 lb up at 4-2-8,and 75 lb down and 113 2 = 45410-10-15 (min.0-1-8) lb up at 7-0-7,and 75 lb down and 113 lb up at 7-0-7 Max Horz on top chord,and 89 lb down and 83 lb up at 1-4-9, 2 = 259(LC 4) 89 lb down and 83 lb up at 1-4-9,69 lb down and 49 Max Uplift lb up at 4-2-8,69 lb down and 49 lb up at 4-2-8,and 5 = -457(LC 4) 38 Ib down and 92 Ib up at 7-0-7,and 38 lb down and 2 = -626(LC 4) 92 Ib up at 7-0-7 on bottom chord. The Max Grav design/selection of such connection device(s)is the 5 = 405(LC 1) responsibility of others. 2 = 454(LC 1) 7)In the LOAD CASE(S)section,loads applied to the FORCES. (lb) face of the truss are noted as front(F)or back(B). Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) TOP CHORD Standard 2-10=-505/499,10-11=-516/476, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 3-11=-449/480 ,Plate Increase=1.25 BOT CHORD Uniform Loads(plf) 2-13=-568/451,13-14=-568/451, Vert:1-4=-60,5-7=-20 6-14=-568/451,6-15=568/451, Concentrated Loads(lb) 5-15=-568/451 Vert:10=74(F=37,B=37)12=-67(F=-33,B=-33) WEBS 13=84(F=42,B=42)14=5(F=2,B=2)15=-51(F=-26, 3-5=-476/608 B=-26) NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); cantilever left and right exposed;end vertical left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. Nmoi-flea Om+iHte.e•6e'}I Igrl ltaSl(d�>g!G?,6I631t I1456(mmgCSS(aP.CYt'1LTjj ffih:tiifahilGr Ixn lear tnipt¢nias sd rel rhs nes foss re!ip art•al0(4'j mdtlr tsflwrl.Gehe L^,rf.lr!nsa�Skrldre ne.G4n dxaiu sde/m Re RD,edt WTr—d.edrsssn k ud*11Tw.11 ldl A'.1-Ong hlaasnt.`-le hbp--,,6!,d..jT>rgtuft.,oq..dos port:dnd nlhnmhsnryn6Pa.h0hh?dlk Welk TMIghtade f ID0I,It,ein Tnl.Nhnpm:mpses,1.4., eius,sMsh6nr Anthony T.Tornbo III,P.E- uenedd:sieestxmtteillrgiske!etnsiiLgddOnn,ta0ne.'so9hrudgednprin7lepg.^.:ga,G3eudeddlir0:,llrixnllalnib:llignl!u11itLReennddfisTaareleryfieldnedflek.ss;ed!tiyhnilvl.slxels,n!Giiliattikna:shdleaxn!lrn�iartr,i -80083 ' deG'Ifcl@sihretH 6ahmu.tgedet sd rd'uIL•1CC rd atlrtetice n(pieegandfie lrW SGe}asel Steglsfusrlia!i(SI]sdGlxllsln nd hdU ce!drenel Ex lmrd pilees.lnlidius tle reslnsl7ies ulb:Mrdlilnfla!i�n;Teess k!',m's,neee:llnss dueh3ney mess sdnme iehudGr lxnM sped qn s soma 1!dl rstin ended,the tns Dn:n Ghee!6 E4tlr W:Iligheslga,mLru Odes V. Glh!n ut Mhq.lAald Im m0&s nd a d Ir Ttn. 4451 St.LUC10 Blvd. (oppight02016Ad Roof Trosses-Aathony1.hmho III,K.hisaudianof this domment,in any Ism ispruhi6hodwithnithewinopermissionhenA-I Roof hasses-Anhony1.lamb.III;p.l. Fort Pierce,FL 34946 Job_ Truss Truss Type Qty Ply 69532 Jack-Open 6 1 Jo A0096123 y b Reference o tional Al Roof Trusses,Fort Pierce,1 34946,design@a1truss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MTek Industries,Inc. Thu Sep 14 13:11:01 2017 Page 1 I D:Y?eUsDo_tgy57AOxkEiGklzrTai-POkX45C5KRzxSwkwYgKXkaDkOUzSFsAa7Mp6zydjPO -2-0-0 3-0-0 2-0-0 3-0-0 3 6.00 12 T 0 m 2 1 to c� B1 4 1 3x4= i 3-0-0 3-M 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 0.53 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Wind(LL) -0.01 4-7 >999 240 Weight:13 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 BRACING- joint(s)3 except Qt=lb)2=127. TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 57/Mechanical 2 = 27810-3-8 (min.0-1-8) 4 = 20/Mechanical Max Horz 2 = 124(LC 12) Max Uplift 3 = -53(LC 12) 2 = -127(LC 12) Max Grav 3 = 57(LC 1) 2 = 278(LC 1) 4 = 47(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- j 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25ft; Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. vtnhr-nnuna�klrminiu'1IIO.tf1OSt3(SF'3iiE[34!1[Wf6CukICSf:iNY{ICfXji[[E'6iIrWYit1'kn1tN1�TW'-Mtulrtl Rtntitintthv},One'upilF®/ntlNfnrLfviG®:rl.lie:�5ir3!tduen+.hLnaSa.iut�NnCeR[.tdi wt:[a�aupmtseuksdxneccandaittrt:snna.[y r{r.sr.grtp� n:,mnr�ray�tmnty�tdntE amtln�,toptr. aid rrsgam:n�in:rq�nnmunry,ne�mLtunq,nv ne�atun w AnthonyT.Tombo III,P.E. m.uumtitntte:.lu;!a.rlsm.nptta:Maaa ,r.u.tdtae.mdytxtrna.rant,y,nnennmdntuc�rttRr!iel�!r.7uytr:mrnLn.m�dantmnQe�atx.,:an,tmt;ac..nlf..e> .u.yt.meem.nr[�,rt�tamnspnt.waru =80083, ' nth:lfar0.tsigxui[nrtt�rt.morn sr.roan=roem�epwati!n ur rretr dtkkiSry hzr enl so5h19nstawptS�raE.N[IrlN nl ssu remntrdPsp sa pipet.tnlnfi nt resN+,E+lein nlawtd�tuss hi,�a,imtl,:.R.s,*:,te ni Enst qu+hmrn:n!ns 4451 St.Lueie�Blvd. tMmt idaNlr[;xnmtynlrynh e!era F 41 roan btth4.iht Inn Detn[tpan!Is E91nt klliy Otoptt,tt LtssStom hretu durtz!Iup.m apodnt!!e•;ut n ddnl eRN. • Fort Pierce,FL'34946 Copyrig6107Q16 AI YcaiLosus-Imt6Ocp i.Temho!II,➢.E.YeptodmiOa althisdwomen,is Onytotm,ispm6�OzJ eehout:5a niftenpermissiaafmx A-naalLosses-Aet�oay r.Tanha ip,P.E. ! ! lil ! I Job Truss Truss Type Qty Ply 69532 J3E Jack-Open 5 1 AOt]96124 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:02 2017 PageA 3-2-8 I D:Y?eUsDo_tgy57AOxkEiGklzrTai-ta Ivl RDj 5k5o34 J650rmGomx5uEG_IJj MOZfVQydjPN 3-2-8 6.00 12 2 1.5x4 1 30 II 1 W2 � 1 6- S d c 4 3 30 II 1.5x4 II 3-2-8 Plate Offsets(X,Y)— f4:0-1-8,0-0-121 3-2-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC OA1 Vert(LL) -0.00 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.01 3-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Wind(LL) 0.03 34 >999 240 Weight:15lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 5)'This truss has been designed for a live load of WEBS 2x4 SP No.3 p BOB CHORD 2x4 SP No.2 20.0 sf on the bottom chord n all areas where a BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. Structural wood sheathing directly applied or 3-2-8 oc 6)Refer to girder(s)for truss to truss connections. purfins, except end verticafs. 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)4 except Ot=1b)3=100. EMiT:elkLre�commends that Stabilizers and required nstalled during truss erection,in LOAD CASES) tabilizer Installation guide. Standard REACTIONS. (lb/size) 4 = 117/Mechanical 3 = 117/0-8-0 (min.0-1-8) Max Horz 4 = 99(LC 9) Max Uplift 4 = -40(LC 8) 3 = -100(LC 12) Max Grav 4 = 117(LC 1) 3 = 117(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=160mph(3-second gust) Vasd=124mph;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;end vertical left exposed;porch felt exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e�a1-nwn etlnPyrrK.rxii{onr>mm<s;sr�Fr;eau 1=u!r a rgsc�n_�i;osmu,'{crY;euras;msu;{r ma Imi{eim{re;a«,r W rnl ern a Gasimsksle Cuev{p�;el M1e rmail.ieEs©,rt4!sos S'ue!Itiae nw.kUv ztaans,mr u ee IN,nl f87sicmer{tnn:kQkngtm-tlr7Mp I<rdi.Is rims0:srr ppner(ie,SIcnP{trpa>''..,tle fzlnsay77'[grtrWs a mt4ardm r�'r�tinlugosryrnRcdfitr6r#4v�JCe mye im:/ryat0n Pe LiCrdi,uia iRt.rx hsrtrn:mr{ar,imrtrar[,ine whidai at nsd RtLusiz to{�Szeiskeas ueCWr dihe C.xr,ru Us[n'sadaiati Anthony T.Tombo III,P.E. ' { qed un:k1tmS 6rsae,aRe ugtgAtte UCdr R{W je;Irrlkd/igte4 W I$t Re e}µud dfit I60 W alfidieu dlSeinn_katliyFas�S.smgi.lpslilbeni lase ui'ieh taµnigih}d Ile rrt4railgx ai(erheert.lJfemsseMu410C nlgzprcan nl ie:etiwtdikrnlq 4-peeelStd.Idnaerem96prdfrhllr tfi WSlU m!elneref 4r:adµtl�e.iRl irfiesRengnswlnnnlAMtdlilr[:;tlrxpa,Trns k:ip ty eani inn Yn.fiesrn,nlnr. =80083 @am:iAaeSNetanMgrndrynirmx5he11raee W14 lia Grnetiln6l�tis EJt tle 4:11!ry pttlµn;aLni S,rtn GSW.4eabi1q.43.1adod v.ndAnl'e?1FL 4451 St.Lucie Blvd. • FoR Pierce,FL 34046 topyright�iP16 A-I geatTmsre{-Aethony T.tanio Vl,P.E.Repraduaion olthisdommeol,in onyfnrm,isplohi6ired wilhoul8e atfienpemisriootlea A-I Foot Losses-Fnt6aoy J.Tanho ill;P.L Job Truss Truss Type Qty Ply A0096125 69532 J5 Monopitch Supported Gable 2 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11.02 2017 Page 1 ID:Y?eUsDo_tgy57AOxkEiGklzrTai-talvl RDj5k5o34J65OrmGomvguF_JQjMOZNQydjPN -2-0-0 5-M 2-0-0 5-" 3 1.Sx4 i 6.00 12 i W1 i1 i 2 Ifll 1 /jam 4 3x4= 1.5x4 11 I Plate Offsets(X Y)— f2:0-2-0 Edgel 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 0.56 Vert(LL) 0.02 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) 0.03 1 n/r 80 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:23 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Gable studs spaced at 2-M oc. BOT CHORD 2x4 SP No.2 6)This truss has been designed for a 10.0 psf bottom WEBS 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 5-0-0 oc 20.Opsf on the bottom chord in all areas where a puriins, except end verticals. rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. Rigid ceiling directly applied or 10-0-0 oc bracing. 8)Provide mechanical connection(by others)of truss 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)except at--lb)4=101,2=136. accordance with Stabilizer Installation guide. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. REACTIONS. (lb/size) 4 = 169/5-0-0 (min.0-1-8) 2 = 339/5-0-0 (min.0-1-8) LOAD CASE(S) Max Horz Standard 2 = 177(LC 12) Max Uplift 4 = -101(LC 12) 2 = -136(LC 12) Max Grav 4 = 169(LC 1) 2 = 339(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-188/288 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft; Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber I DOL=1.60 plate grip DOL=1.60 1 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 requires continuous bottom chord bearing. e-1-11-sce-W"04hs'RI t`r."TIM5(solln,(Witi.I(OrriN ink imp prmn ila we.r.Tnss Rwp 4-10M..3N a'gl.'swaI,/:Iekew AM ft,w.IS.'.n:e..M tlee! 114,n1y , 1h,1ju:Wier.10e:1endla1kWb'k.W ur:np. i ad'vPn:j- Anthony T.Tombo li;,P.E. W.u{MGns fo.nSaJ6s3ne»n{atitr {dsD.w,d!t.re,sn5n d.rmnoe k.tar?ugvyuru,im'iS!{r.3r RtdnIrdliupbW MI.T.,jpWdwt;JuijWj IN ,.W=iy s6.y0ry,,kmrmwratr,gsictr rr, vum.40 360083 ' Iamrc. •dranesr-aa�„nn®m.rowrurnsn�ae .,nsmwe�c.srwrs .iar�rastrrhisDsrrnammo*r*.rMd4ms3sap:usfisni}qss{hFrnsRmr.rpc6us6runM"nssMad,rtan.�Ln 445t5t Lucie,Blvd, otv*nhbadl"a C.-Ogsdgn h."q dpnnanhcihl.r BOFE.14wfAll N9-"iiq:esspr's,rms SIM lyum{s.ldtnl,47 urnnad cwni:h!1a IrFL Fort Pierce,FZ 134946 Cnpyrirtrl @ 1016 A-I tool Uasses-Aelhtcyl.lombo lll,P.E,Aeprodauioo of this do—e.i...y ferm,is pmAibised.ithoel lbe rrieen pe,misiwahom A-1 loos lasses-Anl§ocyi.hs3o III;P1 Job Truss Truss Type qty Ply 69532 J7 Jack-Open 9 1 A0096126 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:03 2017 Pag&1 I D:Y?eUsDo_tgy57AOxkEiGklzrTai-Lns1 VnEMs2DfhEuJf5M?p?J3cl Vzjlgtbgl D2tydjPM -2-0-0 7-0-0 2-0-0 7-0-0 3 Dead Load Defl.=3116 in 6.00 F12 m d M m 2 a e 1 e r 4 3x4= 7-0-0 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.09 4-7 >948 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.27 4-7 >308 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.18 4-7 >454 240 Weight:26 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 6)Provide mechanical connection b others of truss BOA CHORD 2x4 SP No.2 to bearing late capable of withstanding 100 lb uplift at BRACING- 9 P P 9 P TOP CHORD joint(s)except Qt=lb)3=163,2=152. Structural woad sheathing directly applied or 6-0-0 oc pT BOT CHORD LOAD CASE(S) Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 180/Mechanical 2 = 415/0-8-0 (min.0-1-8) 4 = 80/Mechanical Max Horz 2 = 234(LC 12) Max Uplift 3 = -163(LC 12) 2 = -152(LC 12) Max Grav 3 = 180(LC 1) 2 = 415(LC 1) 4 = 124(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft; Cat.11;Exp C;End.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces 8e MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. Auriry Fl«ss nerrgllF«ea..C+e 1110„iFBSV;Y3S e'(R3LL I!L416 rC%Clo ai iVSiCYj 147If LLY5;6;[L5YEMI'hm lrtEl trip Fas an,rrt fell w4s ntic lnnatup 0«.q�CC;will 4mrl.Wit m,Ff.let-she.Well m.4kes d—se mm mat Tro,Wt IhT!tom>a,dnrs skllknelt«S<iWfekrdi lsrU«s C:s.hlbss(re,Sle�rt7Bgee=anests nsgto;,q«;«Umecg7ae dnrpataiwl«,o«cb3 mF:xa§ietgSe/eupdbsnFN lm;tgaynCnl�tdt,ui«ifl-1 lkhvp nsmrns,IefuF«dtivu uihitn( ntnedhsLns Meq 4itla.isat mpnnLfsdd On-,�C,x+s odsmei gecunelwi[ugo:�pe,nYr«neddnr RC lle lG nl ihlnlealiq nh nlRl 1.sh eRmdd4e NC nt stkNnedHerms;nd�Fkne .steel'ssd:mnni knxs sisilh4re2miaittel Anthony T.80083Torob III,P.E. Zt ;tt;t ae =80D83 rul sig« (.rtr�r.loedessnreluRiCCrtleslnEimnirrieli,ndlieM;d:q4.{aenlSCtlrldusttiairlffjFdE.IeIIFIRnISSCSeeM«meeMixadpifa«tlFFlufin@ertstnswlfinNM1GndILL,rC:x�«,Tncsks�p int««imnunen;m«,oden 4451 St.Lucie Blvd. tlnm)ietafltr;ernM ry«d eprY nGxeykl lstin hn6ei.lh frost DtSa Gg�ahEfdera:iliq Cesipn,nFsns4sh¢610s«dn!h111q.:0«Flldml±as«rntdmdk7F1. Fort Pierce,FL 34�46 (eppigbi92016AdRoofTrams-AnthonyLTomhoill,P.E,lieproduaiudthisdolemem,inanyform,isplohithedrif mthemittenpermissionfrom4dlooffi ses-AothonyLTon6nill;P.E. Job Truss Truss Type Qty Ply 69532 J7A Mortopitch Structural Gable 4 1 A0096127 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:03 2017 Page 1 ID:Y?eUsDp_tgy57AOxkEiGklzrTai-LnsIVnEMs2DfhEuJf5M?p?J2hl W3jlgtbglD2tydjPM -2-0-0 5-4-0 2-0-0 5-4-0 1.5x4 II 3 6.00 12 i 2 4 3x4= 1.5x4 11 5-4-0 5-4-0 Plate Offsets(X Y)— 12:0-0-0 0-0-41 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.16 4-7 >394 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.08 4-7 >743 240 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:241b FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)Gable studs spaced at 2-0-0 oc. BOT CHORD 2x4 SP No.2 5)This truss has been designed for a 10.0 psf bottom WEBS 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 54-0 oc 20.Opsf on the bottom chord in all areas where a purlins, except end verticals. 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 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)except at--lb)4=111,2=164. accordance with Stabilizer Installation quide. REACTIONS. (lb/size) LOAD CASE(S) 4 = 184/0-8-0 (min.0-1-8) I Standard 2 = 351/0-8-0 (min.0-1-8) Max Horz 2 = 186(LC 12) Max Uplift 4 = -111(LC 12) 2 = -164(LC 8) Max Grav 4 = 184(LC 1) 2 = 351(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 34=-l62/313 I NOTES- 1)Wind:ASCE 7-10;Vult=i60mph(3-second gust) Vasd=124mph;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;end vertical left exposed;porch left exposed;C-C for members and forces R MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/fPI 1. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4wuE-fluellmeptlrn rCu"'n"n."j^S`-iu r03111:'14S 6:OFOITIM011011,Oa)AXIM NIOrhr¢s!Ni ksip rcr_axin(tnl Wnn�sT¢xhvparteyllIX;';n16!L6ar l.l:rd®,li1Mx!S'w!Idceu hYn Vla.rce stelm6!1[9.u11 faTsins¢tr Eld!s sm7kne1 tx 0x iLCNhsd/.1s0Uns0¢?GErneire.Slemarhp .0!udnag i6,rtFina!smsrareaed�ns4sisnl n(¢nralrCN' t01!ixlrl!sypdrxsnyte rre<;IymdnhelODnly,nin REl.Taelssl)ssss.s/s±,letuEm4nuc,uNSEPy Anthony T.Tombo III,P.E. ne!xdR:irnstxmh0lnlsD!:npautiryd6,0ngN 0ne,eA bn ryd,,ft kdWyO¢�ge,etEt¢ded do,R'VK.IN IIAL74eEnkWiq�l Ih rnwO Afi!W hoy fifq-On,fms,'sd!ihEkul�y shep,usLfe6nnihn._ild h hnslmi!BTid 580083 ' ftsI,"0:sl}xeihavrhr.l0edessdnlul>=10^rnl5er�seirnnil�sdmsdfleEdSslGeRenlSa'ehlde!mtiwRlSgldElathiFnlSAlnreln!r.Ubr(>aadsd/su.IPlidn!s@!ressnuatdnWhasdfnLn.O:upe,iioss0e:mhenn¢ilnssUn+h:lnn,nlns 4451 5t.Lucie Blvd. stkdssufis/h s;xamagedgn h vlcr.E h,d rsmei indM.IM In:t Pn!n(zlixsi Is Fil M EaulgOnlp!,nioss bars hrnw d,n.hJl .w¢E�cel ta:¢e n aEn!I¢REl- Fort Pierce,FL!34946 (oyyright D lQI6 Ad PolTman-Anthony Liamb III,P.P.hp imsiaa d this d—s-I,in any him,is prohlitel whhoutr8e!rtfien pernissica has A I Paaihassn-Anthony 1.1000111,P.I. i Job Truss Truss Type Qty Ply 69532 RC Jack-Open 4 1 A0096128 Job Reference(optional) At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:04 2017 Page,1 I D:Y?eUsDo_tgy57AOxkEiGklzrTai-pzQgi7F_cMLWJOTVDouEMDrAbhwQS9nOpK2maJydjPL -2-0-0 3-2-0 4-8-14 7-0-0 2-0-0 3-2-0 1-6-14 2-3-2 5 Dead Load Deft.=1/4 in 1.5x4 6.00 12 4 m o_ N i m A 3 2x4= 0 2 3x4= e e 1 e t 9 8 3x4= 1.5x4 11 1-11 8 3-2-0 7-0-0 1-11 8 1-2-8 ' 7-0-0 -2-9 Plate Offsets(X,Y)— [3:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.11 8 >771 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.34 8 >242 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.13 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.28 8 >296 240 Weight:32 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. BRACING-TOP CHORD 3)Plates checked for a plus or minus0 degree Structural wood sheathing directly applied or 2-7-8 oc rotation about its center.4)This truss has been designed for a 10.0 psf bottom BOT CHORD chord live load nonconcurrent with any other live Rigid ceiling directly applied or 6-0-0 oc bracing. loads. 5) This truss has been designed for alive load of MiTek recommends that Stabilizers and required 20.Opsf on the bottom chord in all areas where a cross bracing be installed during truss erection,in rectangle 3-6-0 tall by 2-0-0 wide will fit between the accordance with Stabilizer Installation guide. bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. REACTIONS. (lb/size) 7)Provide mechanical connection(by others)of truss 5 = 16/Mechanical to bearing plate capable of withstanding 100 lb uplift at 2 = 428/0-8-0 (min.0-1-8) joint(s)5 except(jt=lb)2=143,7=118. 7 = 257/Mechanical Max Horz 2 = 234(LC 12) LOAD CASE(S) Max Uplift Standard 5 = -35(LC 12) 2 = -143(LC 12) 7 = -118(LC 12) Max Grav 5 = 16(LC 1) 2 = 428(LC 1) 7 = 257(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-353/330 BOT CHORD 3-7=-586/471 WEBS 4-7=-544/676 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;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;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 8eeul-nm,hm,SNru.aa,1e71 so's itvsmj svm y U1341 I:7MS 6lonair*Is rano"i-rDF.rIMIX&INAit1'hr.InArhup pwrbr of ud rinnti I.—G,<ip p,.irl(Ilk)w116 Tall 1;:?!.le—,Siu hl't.a,&hn d-.ldd n R,20-1r lgtei,;a,aryers son te,s,t+a'a,;tenk,d:trs,Tn:zUu.:brm,x¢.e,tpmtr ksius?;ne,slnm7 T�,qm.,nsm,r,,realam�c,:siu,l„;n,xhgrn>mtz�.txxrlmpdmesh�e tus;a, ueele9 Wf,uiniRl.rx Tag,naaryrc;,le:hrndn„c:anfam Anthony T.Tombo Ill,P.E. at.s_,1nsu.,,rxw,1,l :i,rt,rop„mmrdsn..,.�o..d,eelm«y,s„h,wxgo,,:,,,hgr„n,a,ra,uce,acaln, ,fxing,rw„rml.nr,n,,.dau,rcealore,x.,,ra,r,,,:harartRem,.,mq,.h,1,ru,,,,lkna,:;ail,e,r,:pominr,r =80083 I e,:infaih,ilguniart, .wmnsn,ahretcemrrm,nnlp:td�,dn,tar[ap,also,nldna,Heatsllae,t:lnrrnasuanulannlfrldpun•,.Tnlea,r,nr,esrnsTennlher,all,nsoxpa.hrnc,:q,h,:rmnetnad'.Rmmra,aless 4451 St.Lucie Blvd. ,mr.+rs,iehvAM,Exnnasgedgno ncn ITdI pma hnhr3.1N rrrn Drcn Gjma Is E;TarMlli,g'r,ipn,,rLns Sarea hltr,a e!m Mnlhr.AI uradml!nx;ne n da5,rla TrFI. Copyright-Z7RIdA-1 Roof husses-Anthony L blabo 111,P.E.Rtproduaior.alibis dowaint.in any fiozas,is prohibited without-..be winen permission from A I Roolhasses-Anthony L Tombs III;F.I. Fort Pierce,FL 34946 i Job Truss Truss Type Qty Ply 69532 RL Jack-Open 8 1 A0096129 • Job Reference o tional ' Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:04 2017 Page 1 I D:Y?eUsDo_tgy57AOxkEiGklzrTai-pzQgi7F_cMLWJOTVDouEMDrERhpUSAxOpK2maJyd]PL -2-M 4-104 7-0-0 2-0-0 4-10-4 2-1-12 4 Dead Load Defl.=1/8 in 1.5x4\\ 6.00 12 3 M m L? m 1 2 e e 6 1 r r 5 4x4= 2x4\\ i 7-0-0 7-M Plate Offsets(X Y)— [2:0-04 Edge] [6:0-2-0 0-0-41 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) 0.29 6-9 >286 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.18 6-9 >453 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:30 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 3)Plates checked for a plus or minus 0 degree BOT CHORD 2x4 SP No.2 rotation about its center. WEBS 2x4 SP No.3 4)This truss has been designed for a 10.0 psf bottom j BRACING- chord live load nonrwncurrent with any other live TOP CHORD loads. Structural wood sheathing directly applied or 6-0-0 oc 5)'This truss has been designed for a live load of puriins. 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 4-10-11 oc bracing. bottom chord and any other members. MiTek recommends that Stabilizers and required 6)Refer to girder(s)for truss to truss connections. cross bracing be installed during truss erection,in 7).Provide mechanical connection(by others)of truss accordance with Stabilizer Installation quide. to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except at--lb)2=203,6=228. REACTIONS. (lb/size) 4 = 16/Mechanical 2 = 410/0-8-0 (min.0-1-8) LOAD CASE(S) 6 = 250/Mechanical Standard Max Horz 2 = 234(LC 12) Max Uplift 4 = -33(LC 12) 2 = -203(LC 9) 6 = -228(LC 9) Max Grav 4 = 31(LC 19) 2 = 410(LC 1) 6 = 250(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 2-6=-416/192 WEBS 3-6=-297/643 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;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;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a x�.g-n�nriran. ifma,;noes;FsaraaxuaeMRxrnfou,rernuccarraummamerevrt „�e,Kf.ti,ns:ranwac.ypa�+n, cr..e,e:r u�„serfaae. z�s,ea.<reamrtmo.w, WTeinam,sld„sod!retarlr:ntRRakert:.r„fms6:,a br-t n:ltd-W s,gmmse,m'%e am rev.amwru ram:rq&eth TOD TNT.T i Anthony T.Tombo III,P.E. W-dN,y-4-ja.rfzrs,n...... ryda6.M.N0-,,4.h W..,h>brig6-pa,AM1-,nnan,a6,iaQ16,1ml a lak.lml.n,qr�dra.mneiyeM.,,dn,rMs:Rerevdiq.sm,x.mw,a.otu�:Rsirhe.,ssg��wafa. s 80083, I wrafgllspr=arunr;m.m:<ns,dMo�tG�,d6ejRnas:dPai,resdrar,rs�tq,,.sistenidr,=.a,.nugrasr.,hmmscac.�dc,.,,1�r araR�fnfi .sn„esfrsssxnmfnasdRr,n:u�ipa,t„ssonmFD,e-uifns,unma-<,,.dm 4451 it.Ludt BIA. eM1c.hs 4Ra11.o!esndtycdgnhritseh d pees fln4ef16,rrrsDtdp Feg'mn M1Curn.rxllpg0.sga,,nR.vSlfizrgt,na'.gerdlrq.N,gWeN'nsmndtdnlbRFl. Fort Pierce,FL 34946 Coppigbi020164-I h4msses-Am4onyT.Tamba ill,P.L Rtipa maft6is dmamtot,innny farm,is pm6bitzl xaboutr5e mioen pt,missiae Iran kl Il.dhossm-Whey T.Taa4a III,P.E. I I Job Truss Truss Type Qty Ply 69532 RP Monopitch 12 1 A0096130 Jab Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:05 2017 Page 1 ID:Y?eUsDo_tgy57AOxkEiGklzrTai-H9_2wSFcNf-rNwY2hnW PTuQOPQSFbBfAA2_nJ6lydjPK -2-01 6-8-0 2-0-0 6-8-0 1.5x4 II Dead Load Defl.=1/8 in 3 6.00 12 42 r r r r 1 r r r r 4 3x4= 1.5x4 11 6-8-0 6-8-0 Plate Offsets(X,Y)— (2:0-0-4,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.32 4-7 >245 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.17 4-7 >464 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:29 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 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 BRACING- 9 Y rectangle 3-6-0 tall b 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. Structural wood sheathing directly applied or 6-0-0 oc 5)Provide mechanical connection(by others)of truss purlins, except end verticals. to bearing plate capable of withstanding 100 lb uplift at BOT CHORD joint(s)except at--lb)4=146,2=182. 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 quide. REACTIONS. (lb/size) 4 = 24210-8-0 (min.0-1-8) 2 = 399/0-8-0 (min.0-1-8) Max Horz 2 = 223(LC 12) Max Uplift 4 = -146(LC 12) 2 = -182(LC 8) Max Grav 4 = 242(LC 1) 2 = 399(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-196/385 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;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;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8r-rur-nm,dm�k¢n.+.Cu'll IUC'iMeEr;Sf19;�[6jit InHS 6 rOCAIn_S!9fr0Y:'{tlF.r')i([f::6:[QedEsr Ira ladr tn�!p,:nn:ntrxl rrTs n'!as rrtn Chip drx'erPMjad dr tmvrl,fah®,rt.lhn 5'w!1!Ive ru Ee4u e�mke r+letn de IFO,edt iAT!tcmer ria!s s411!lrseifrs kiGlnlr rdJ.k rrms 6n 6ia:a fi.e.�e;oL{Esp> p!ssi n of�+tgtt:ms rnregrsas dtn{rs4aunl aSorerarrararaN`.nSrSr I!sipdf4 Mlle im;tetHdn 4lgnlr,nia tFFI.ru inks unarsss,leirt[artnrts,sre�ry «tadrrsu.ss lx uax.lnm.n n:. dac.rr,ac.M,r>'laed n �a+,an.amdnn!a nr ittatl ,ra akaemt m. ddarroem®rMrnrddrr„s amr Fad' Anthony T.`� r °` rntt' g". r m� r- w rrsirgeasnc!b.edlmalsidihd.n;+a»Jd Tombo III,P.E. d!s�araro!vPuatuamn.laws'nraa�io nts rrnrnntr,:ered etvsg6�!alsrndr aewpnnracs,tlrmnt carrrdanatw!�pit.,tnl nnrmrnmisntnardxtr.:;e_�a,Tnnu:i[r ya<anrinssl+nmmra,nl!s, -4 80063 rdem>ulcarlre(xnatspadrynunnehri r:naiml.d.IhhrsDesin 6rsais ElMb:Itargrsigae,alas;Sldn Erra!ao!n.uao,y.Alaindaei!nx;rtendduslaBlL 4451 St.Lucie Blvd. • Fort Pierce,FL 34946 (opyrig61�t016AdkcnlTmsszs-AethoayLlan3o'16P.F.Repsoduniar:al this dnmmeol,io any form,ispmh20zdwil6outrhewtinenpenoission from AdYaalTmstzs-Artfiouyl.lonho III;P.E. Job Truss Truss Type Qty Ply 69532 P1501 Piggyback 1 1 A0096131 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:06 2017 Page 1 ID:Y?eUsDo_tgy57AOxkEiGklzrTai-I MYQ7oGE8zcEYicuKDwiRexevVgZw5CJ HeXteCydjPJ 4-5-1 8-10-2 4-5-1 4-5-1 4x4= 3 6.00 12 T1 STT': 'T1 2 _F ......................._._.._...._.. ...... - --........_......._...._.._..........__�.j.;. - ----- —._.. --.........-._..............-.- ..� 4 5 r? 6 _ 2x4= 1.5x4 11 2x4 i 7-11-1 _ 8-10-2 0-11-1 7-0-0 0_11-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.01 5 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.01 5 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:27 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live OTHERS 2x4 SP No.3 loads. BRACING- 6)'This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the purlins. bottom chord and any other members. BOT CHORD 7)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 100 lb uplift at MiTek recommends that Stabilizers and required joint(s)2,6 except(jt=lb)4=103. cross bracing be installed during truss erection,in 8)See Standard Industry Piggyback Truss Connection accordance with Stabilizer Installation gi fide, Detail for Connection to base truss as applicable,or consult qualified building designer. REACTIONS. (lb/size) 2 = 182/7-0-0 (min.0-1-8) 4 = 182/7-0-0 (min.0-1-8) LOAD CASE(S) 6 = 270f7-0-0 (min.0-1-8) Standard Max Horz 2 = -45(LC 10) Max Uplift 2 = -95(LC 12) 4 = -103(LC 13) 6 = -52(LC 12) Max Grav 2 = 182(LC 1) 4 = 182(LC 1) 6 = 270(LC 1) FORCES.(lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6-183/260 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=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;end vertical left exposed;C-C for,members and forces 8t MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. s •flen! '•re!u>r6!'t-01}"r'➢US ''SfllT-EM7NiftW6W�i?fh5:s:1[y"t9!Olf:Ti15.•.�'iAi'hm,Iur9r Ntu gcr•e4•¢i!Meq!:nRs;rtn hea rn.ngilt[jNl!!fisn,T.?wiaa,rf.4'nluf 3le!tgdaa nl.ra'ns�+!rm�!dnYZ-0,nit . r , .. ea• sstn h ifi Yi:duvt9>gtfsss¢.hen•dMMIC@hHns".r!tiusi.n.ga!aft„geadg5plts;iuRnlglCDrfnu!t!a>•;!grntd¢s>Etes,s!!I!gnnligrt!"ns3dt!&tKtevpd6esa;i!Lwe!gwgaruhhi Ni,!Nn1111,iirbsginsmg _f+f'sg s,s:! AggthonyT.Tombo lil,P.E. aJn!!Itltsr!mksN{�ttegnsrrga;Jfm4n!v.sfi,ls•cnx rf 5m dgetlNMla=eng3!�!e,uh!eicnt rx�e2f 6.wyh•d gc:ea;c!4 u2iHt T.gpddu!IN d#!iiFs,asiag may 5'q!,!hb._-d1l " 160083 t 4latngttApangrn v.g8xn!spnlnrtfl:6as6eg tarrslgigeee»l t�Nxyrsga!sgsr>>ldxe4.•tirShpeliskdEj P'NgSgtiaertnettdMgenirates�igtl9ianfengaHe#fslNlnesa'6e"Nss6cse,.!,IRN(hs bgaeretFnssK�dadntt.nlns 445t St.t.ude Blvd. i"NiflfA`4i!"Y)i(a it£[Nggn b+vtng it it g-al13RINg. II!Af7ls!r,h}'a!x!!hb,3f ptAq.fsig+:;.a rns!M.Igaw ds.lmta".Sa ajen�a!imr•Nf r"€riptlN, Fort Pierce,FL 34946 �Pf�9 fi hl i016 A-1 Rod 111,U. 7•0 h t it adeo ee t{ihitdaemmLie an Rats whibited.ithe¢l lbe ssrirto ermiz at$emA-I ions Uetses-Aa0cn t lochs llL P.E Y- Job Truss Truss Type Qty Ply A0096132 69532 RG1 Flat Girder 1 1 Job Reference o lional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:06 2017 Page.1 1 D:Y?eUsDo_tgy57AOxkEiGklzrTai-IMYQ7oGEBzcEYicuKDwiRexYU VXawwPJHeXteCydiPJ 4 4-3 8-8-6 4 4-3 4 4-3 1 2 3 1.5x4 II i W1 w1 i 2 i � I rl 7 5 8 9 4 6 3x8 11 Special 7x8= Special 3x8 11 Special Special 4 4 3 8-8-6 4 4-3 4-4-3 Plate Offsets(X Y) 14"0-4 12 0 1 8] 15"0-4-0 0-4-12] 16:0-4-12 0-1-81 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (]cc) I/deft LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.06 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.10 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.77 Horz(TL) OMO 4 n/a n/a BCDL 10.0 Code FBC2014rFP12007 Matrix-MP Weight:68 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 3)Plates checked for a plus or minus 0 degree BOT CHORD 2x6 SP No.2 rotation about its center. WEBS 2x4 SP No.3 4)This truss has been designed for a 10.0 psf bottom Vert:1-3=-113(F),4-6=-20(F) BRACING- chord live load nonroncurrent with any other live Harz:1-6=47(F) TOP CHORD loads. Concentrated Loads(lb) Structural wood sheathing directly applied or 4-4 pudins, except end verticals. 5)'This truss has been designed for a live load of 35)Reversal:User defined:Lumber Increase=1.60, BOT CHORD 20.Opsf on the bottom chard in all areas where a Plate Increase=1.60 rectangle 3-6-0 tall by 2-0-0 wide will fit between the Uniform Loads I Rigid ceiling directly applied or 10-0-0 cc bracing. (4 WEBS bottom chord and any other members. Vert:1-3=-5(F),4-6=-10(F) 6)Refer to girder(s)for truss to truss connections. Harz:1-6=-35 F 1 Row at midpt 1-5 ( ) 7)Provide mechanical connection(by others)of truss Concentrated Loads(lb) MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 100 lb uplift at Vert:5=314(F)1=334(F)3=-334(F)7=314(F) cross bracing be installed during truss erection,in joint(s)except(jt=lb)6=1685,4=1130. accordance with Stabilizer Installation guide. 8)Load case(s)33,34,35,36,37,38 has/have been Harz:I= 132(F)F) Harz:1=1132(F} modified.Building designer must review loads to verify 36)User defined:Lumber Increase=1.60,Plate REACTIONS. (lb/size) that they are correct for the intended use of this truss. Increase=1.60 6 = 1993/Mechanical 9)Hanger(s)or other connection device(s)shall be Uniform Loads(plf 4 = 2079/Mechanical provided sufficient to support concentrated load(s)334 Max Harz lb down at 8-6-10,and 334 lb up and 1132 lb right at Vert:1-3=70(F),4-6=-10(F) 6 = -976(LC 35) 0-1-12 on top chord,and 675 lb down and 449 lb up at Harz:Concentrated (F) Max Uplift 2-0-12,675 lb down and 449 lb up at 4-0-12,and 675 Concenntrated Loads(lb) 6 = -1685(LC 38) lb down and 449 lb up at 4-9-2,and 675 lb down and Vert:5=439d: umber In 8 439(F. 0,Plate 4 = -1130(LC 36) 449 lb up at 6-9-2 on bottom chord. The 37)User defined:Lumber Increase=1.60,Plate . 1.60 Max Grav design/selection of such connection device(s)is the IncreaseLoad 6 = 1993(LC 1) responsibility of others. Uniform Loads(plf) Vert:1-3=-113(F),4-6=-20(F) 4 = 2079(LC 1) 10 In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Harz:Concentrated (F) Concenntrate FORCES. (lb) d Loads(lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except Vert:defined: umber In crease=F) 0,Plate when shown. LOAD CASE(S) 38)User defined:Lumber Increase=1.60,Plate 1.60 TOP CHORD Standard Except: Uniform Loads plo 1-6=-1707/1545,1-2=-1379/761, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 s(4- 2-3=-1379/761,3-4=-1 7071927 ,Plate Increase=1.25 Vert:1-3=-5(F), 6=-10(F) BOT CHORD Uniform Loads(plf) Harz:Concentrated Loads 6-7=-78/1054,5-7=-78/1054 Vert:1-3=-143(F=-83),4-6=-20 Concentrated Loads(lb) WEBS Concentrated Loads(lb) Vert:9(F) 9(F)1=334(F)3=-334(F)7=439(F) 1-5=-1666/2018,2-5=-736/362, Vert:5=-675(F)7=-675(F)8=675(F)9=-675(F) Harz:1F)9 2(F) 3-5=-1113/2018 33)Reversal:User defined:Lumber Increase=1.60, Holz:1=1132(F) Plate Increase=1.60 NOTES- Uniform Loads(plf) 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vert:1-3=70(F),4-6=-1 O(F) Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Harz:1-6=24(F) Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); Concentrated Loads(lb) cantilever left and right exposed;end vertical left Vert:5=314(F)7=314(F)8=314(F)9=314(F) exposed;Lumber DOL=1.60 plate grip DOL=1.60 34)Reversal:User defined:Lumber Increase=1.60, 2)Provide adequate drainage to prevent water ponding. Plate Increase=1.60 Uniform Loads(plf) x¢ap.wetu�!x.N mk ae sara,rtteswfsssu'rsrou aaii(crssls:rsr:+trc�m'I:mox;.�(us+;!•ir„t!+.x t>•e�:!��rt(e>s-nx,:n!;r!�ax•ars,ev�m,Sn.�.1.I!�ee.r:t,,«!,•.t,tnitiin g'I vi"el;mrlrpketsh,hnKt¢ReICEnittiMt!tI?:sngt6Stat.Spmthr'SjaatvZiftin!t!iGDrtxe!rs!¢zip!�tcmptk:!i¢iKgnen�ryn:p+s�'.`t�6ef<upd&s�ii!>s!tgi5edutut39¢Ir�tli(tJ.?to[t!rpn!r_7a�i-�p+es:n!,sa!dei! ��Ot!YT.TORrbO III.P.E. zdt!1dCn rn!!tu 3+d4apu�rr{n,iintin:b.su,a+�axels wteisrgei ett�texe. r+ '°fla�:i("Y+'�td¢'h:d trinp.tk.s{illL rn gpt.ddetl:8ai np 5e�(.!J3t ins!.ar+iaria8:q.mryt,�n,rw.>r.+lixqutee att„.!v+r!r zd+J683 ' 4tt s¢rEe:�eeil(Rctr.k7txx:stleq rNP.O¢ff prx!¢s¢f lMt;enlitr ra�leq(exr»^•!S.'!htmeiw itSiMlis>•i!.Hw Skl ne rt+itxdMEtr,d,miml lr4!lCrt:!1!loptca!mfsutiAesikths!Stcmt fri!M.?+fre%n¢t,nitYuitOAtr,Rlui 44i1 St.LtlCie Blvd, ,4xha 8fite14tt(t�Msgn9nn.rtap!}ttlrran a!d�t4ltlns rtsrp b7srteX84e tang vtq+Y airtsslrsha fe;iter,d¢rt+s¢tp,;d upNardfrw;!at r,tt;xxlplr4l' Fort Pierce,FL 34946 reppigblZ 2016 A-1 FolL¢sus-AntbecY 1.lombn III,P.L Reproduuinn oithicdommtrlLinany kiT;ispmkibitr-0.itM1oa!Ihe writ¢n permissieebomA-I Rani inssrs•Amhanyt.iocbolO:P.L i Job Truss Truss Type Qty Ply 69532 RG2 Flat Girder 1 1 A0096133 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:07 2017 Page 1 ID:Y?eUsDo_tgy57AOxkEiGklzrTai-DY6oL8HsvHk5ArB4uxRxzrTkcvtgfNfSW IGQBeydjPI 4 4-3 8-8-6 4-4-3 4-4-3 4x4= 1.5x4 11 4x4= 1 2 3 2 a 1N W1 ' 2 I i 7 8 9 6 5 4 3x8 11 7x8= 3x8 11 Special 4 4-3 8-8-6 4 4-3 4 4-3 Plate Offsets(X Y)— [4:0-4-12 0-1-8] [5:0-4-0 0-4-12] [6:0-4-12 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.06 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.10 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.77 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MP Weight:68 lb Fr=0% LUMBER- TOP CHORD 2x4 SP No.2 3)Plates checked for a plus or minus 0 degree BOT CHORD 2x6 SP No.2 rotation about its center. WEBS 2x4 SP No.3 4)This truss has been designed for a 10.0 psf bottom Concentrated Loads(lb) BRACING- chord live load nonconcurrent with any other live Vert:5=292(B)7=292(B)8=292(B)9=292(B) TOP CHORD loads. 34)Reversal:User defined:Lumber Increase=1.60, Structural wood sheathing directly applied or 4-4-1 oc 5)'This truss has been designed for a live load of Plate Increase=1.60 purlins, except end verticals. 20.Opsf on the bottom chord in all areas where a Uniform Loads(pig BOT CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Vert:1-3=-113(F),4-6=-20(F) Rigid ceiling directly applied or 10-0-0 oc bracing. Horz:1-6=47(F) WEBS bottom chord and any other members. Concentrated Loads(lb) 6)Refer to girder(s)for truss to truss connections. Vert:5=302 B 7=302 B 8=302 B 9=302 B 1 Row at midpt 1-5 7)Provide mechanical connection(by others)of truss ( ) ( ) ( ) ( ) rsal:User defined:Lumber Increase=1.60, MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 100 lb uplift at 35)Reve cross bracing be installed during truss erection,in joint(s)except at=lb)6=1703,4=1076. Plate Increase=1.60 pig accordance with Stabilizer Installation uide. 8 Load case(s)33,34,35,36.37,38 has/have been Uniform Loads(4- modified.Building designer must review loads to verify Vert:1-3=-5((F 4-6=-10(F) REACTIONS. (lb/size) that they are correct for the intended use of this truss. Horz:Concentrated (F) 6 = 1990/Mechanical 9 Hanger(s)or other connection device(s)shall be Concentrated Loads(lb) 4 = 2076/Mechanical ) ( Vert: (B)92(B)1=334(F)3=-334(F)7=292(B) provided sufficient to support concentrated load(s)334 g=292(B)9=292(B) Max Horz lb down at 8-6-10,and 334 lb up and 1132 lb right at Horz:1=1132(F) 1 6 = -1240(LC 35) 0-1-12 on top chord,and 674 lb down and 423 lb up at 36)User defined:Lumber Increase=1.60,Plate Max Uplift 2-0-12,674 lb down and 423 lb up at 4-0-12,and 674 Increase=1.60 6 = -1703(LC 38) lb down and 423 lb up at 4-9-2,and 674 lb down and Uniform Loads(pig • 4 = -1076(LC 36) 423 lb up at 6-9-2 on bottom chord. The Vert:1-3=70(F),4-6=-10(F) Max Grav design/selection of such connection device(s)is the Horz:1-6=24(F) 6 = 1990(LC 1) responsibility of others. Concentrated Loads(lb) 4 = 2076(LC 1) 10)Special hanger(s)or other connection device(s) Vert:5=413(B)7=413(B)8=413(B)9=413(B) shall be provided at 4-4-15 from the left end sufficient 37)User defined:Lumber Increase=1.60,Plate FORCES. (lb) to connect truss(es)to back face of bottom chord.The .60 Max.Comp./Max.Ten.-All forces 250(lb)or less except Unifom Load ( ) design/selection of such special connection device(s) Uniform Loads(pig when shown. is the responsibility of others. Vert:1-3=-113(F),4-6=-20(F) TOP CHORD 11)In the LOAD CASE(S)section,loads applied to the Horz:1-6=47(F) 1-6=-1704/1574,1-2=-1379/723, face of the truss are noted as front(F)or back(B). Concentrated Loads(lb) 2-3=-13791723,34=-1704/886 Vert:5=423(B)7=423(B)8=423(B)9=423(B) BOT CHORD 6-7=-78/1186,5-7=-78/1186 LOAD CASE(S) 38)User defined:Lumber Increase=1.60,Plate Increase=1.60 WEBS Standard Except: 1-5=-1707/2016,2-5=-736/362, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Uniform Loads(pig 4- Vert:1-3=-5(F),4-6=-10(F) 3-5=-1057/2016 Plate Increase=1.25 Horz:1'-6=24(F) Uniform Loads(pig Concentrated Loads(lb) NOTES- Vert:1-3=-143(F=-83),4-6=-20 Vert:5=413(B)1=334(F)3=-334(F)7=4113(B) 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Concentrated Loads(lb) 8=413(B)9=413(B) Vasd=124mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft; Vert:5=674(B)7=-674(B)8=674(13)9=674(9) Horz:1=1132(F) Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); 33)Reversal:User defined:Lumber Increase=1.60, cantilever left and right exposed;end vertical left Plate Increase=1.60 exposed;Lumber DOL=1.60 plate grip DOL=1.60 Uniform Loads(pig 2)Provide adequate drainage to prevent water ponding. Vert:1-3=70(F),4-6=-10(F) Horz:1-6=24(F) fi,ast.flene�ra;Jltabsde'SI h,`:i lilri'$,�S.91Yt LFllst iK€.'1(Ct�G'"+ss.5!E:lids;'E5!a'1.:U75.'�f€fA1'Mn.In9r kti�raersxrsa{te,tew:aki;ns,hrJ,cn.h�;ICP ait4!ku.:nl.leece®,i:.h!n:.0 3lydlden ns.pies:v^u::A skdaxti[t,ah presuw:Mrtian shak3!aMhtlptbMa+1.t:eT.,f,i„,p,.p,.,,.,,4,a4Ema,o..l"io y"lrbtl#,i ....W.,ihf,6 e!i."rRltHr"*"![.(.t Sidi(M4h14TR31pad.d,t3w!..R9.11n.taY.tnw,.�—�b,�t w�a,,s€3�im ,y,tbony T.Tombo 111,P.E. aAaed6s(Huhn;:irtdr>}b rrprWu.;iI�C>uctieG>s,rs plsmva v}:aaR k3sta.:}+e,utie natx�'31,3iC'sanl die.[vt;e3:al 1111.ragpedd W1naf t°%1i'Adse s! .180083 ' 4etatiguurmolk.o11 Sun sdo uttr t37aeherndmal PdoworsrteMgu mw,see,Mamstne lssAr+lliutdtt`N astJ mreinmdlu tcr..cIFU.e.Rll 4451 St.Lucie Blvd. .denin phrvisre(aMd z+nl gsehnOgE,ealC+azgl!dReF:ns 3esiphPerxr9)trtthrcesM-s,x TmssW:q!eq.enda.e>%eAp.k.�i'aaelcmuiskelp RlL Fort Pierce,FL 34946 Copy6rll@i016 A-I tons Lnsus-Aotlaepi.Tom1n111,P.E iepmduuianos this doumeet.ieeny Fars,is pmlibitrd.iskul tlemibeo perrIssina',:omA-1 leos lsosm-A,dboll.losha 01.P.E. I I Job Truss Truss Type Qty Ply 69532 T01 Hip 1 1 A0096134 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:07 2017 Page-1 ID:Y?eUsDc_tgy57AOxkEiGklzrTai-DY6oLSHsvHk5ArB4uxRxzrTmty_vfYSS WIGQBeydjPI 4-8-12 -2-0-0 4-7-4 4- 0 94-0 2-0-0 4-7-0 2 4-7-4 21 0-0-12 4x4= 3 6.00 12 1 1 2 4 1 6 5 3x4= 1.5x4 11 3x4= 4-8-12 4-74 4 0 94-0 4-7-4 0 2 4-7-0 0-0-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.01 6-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.03 6-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) -0.02 6-12 >999 240 Weight:39 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 5)•This truss has been designed for a live load of WEBS 2x4 SP No.3 20.Opsf on the bottom chord in all areas where a BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. Structural wood sheathing directly applied or 6-0-0 oc 6)Provide mechanical connection(by others)of truss purlins. to bearing plate capable of withstanding 100 lb uplift at BOT CHORD joint(s)except Qt=lb)2=206,4=206. 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 aide. REACTIONS. (lb/size) 2 = 493/0-3-8 (min.0-1-8) 4 = 49310-3-8 (min.0-1-8) Max Horz 2 = -73(LC 10) Max Uplift 2 = -206(LC 12) 4 = -206(LC 13) Max Grav 2 = 493(LC 1) 4 = 493(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-473/392,3-4=-473/392 BOT CHORD 2-6=-105/386,4-6=-105/386 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=160mph(3-second gust) Vasd=124mph;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;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ifmhr-Fln•.RmNF nne.he'1111;"i1rSs3;St10,i1C3ft IiUlS fi W1pIMeS(15?CYO W6r)llCF;6ifIAYEMI'M1r¢IrM{leap pxr...tns u{rnlas a ti:ruu CeJpdEx'mr�D2)W Or lrpwt r.rrz4 P_.!!.te!e.m�SWltdue n!.&1<n Nn.in sT.el mGe lid,rdr ILfv diti T{ :til he"1 Te iWntr r)dN rimsNG Br"A.rdq't..6!k+-..e Br ssln�l�:gmu6 nr¢gestdW r1-1 1i,q,&W mp:bd:¢ta Srrmpolhe s¢rY im:tgndn M100 n11•rrin 181.tuirupamyan,lour m4frn,uitildtlr Anthony re{nedrei inns lx n7 te11+eisCr iapnli�lel4dr C.r¢,GU.rets rRkrmel geeuti:6niGq Ompn,ir4e unrd A!it0(rte lS(¢{rc lmlwAllgrd�u/1r1r.Ih epinddtir Nfi nl n{fieNnrdfirrms,ud.tiyF¢nT¢�.sinye,ie9ri'Nnni Fmnsivr'.F.drm{ns(>ildret T.Tombo III,P.E. f Orlrlf¢rWsigx¢l6rtren.elnfusnMuthiC�nrSxrnfrmn/p:eefirnrlttrleiSyGcpenik4hlhswacm(rtSfjplS!4{YriRn}SttArrsAnaalMinsdpitme.181idrrsfttrtgns�lnnnlbM:dra•.brstO:sign,irttsk!ipFynnedinnNnshtln¢,nlm 60083 r!kme7rkel y r tuns yrn<+gn virq trzi reran nrrtea.its rras only hranr a r�rm rwy Dnym,rri!>s;stnnc igae i•rq rxn¢{.ai nrndcre inx:m r:atndsmt. 4451 St.Lucie Blvd. Fort Pierce,FL 34946 (oppi95,'D 7QId Ad PaatUnsses-Art6anyLUnbo ill,P.F,&eproQoniao alt6is doromaot,inany form,is pto6i6ilzd wahoutlhe.rinenpo-naissian hen A-I iaofLusss-AethonyLlamSoili,P.E. j Job Truss Truss Type Qty Ply 69532 T02 Hip Girder 2 1 A0096135 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:08 2017 Page 1 ID:Y?eUsDo_tgy57AOxkEiGklzrTai-ikfBYU I Ugasyn?mGSeyAW30?IJK_O03cky0zj4ydjPH 2-01 3-0-0 6 4-0 , _ 9 4-0 11-4-0 1 2-0-0 3-M 3-4-0 3-0-0 ' 2-M 4x4= x4= 1 4 6.00 12 c? 0 1 1 5 2 os 8 16 7 6 by 1 2x4= 1.5x4 II 1.5x4 II 2x4= i 3-0-0 6-4-0 3-0-0 3-" Plate Offsets(X Y)— (2.0-4-4 0-0-4] (5-0-4-4 0-0-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.02 8 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.03 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Weight:40 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 WEBS 2x4 SP No.3 loads. BRACING- 6)'This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the puriins. bottom chord and any other members. BOT CHORD 7)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 100 lb uplift at MiTek recommends that Stabilizers and required joint(s)except Gt=lb)2=271,5=271. cross bracing be installed during truss erection,in 8)Hanger(s)or other connection device(s)shall be accordance with Stabilizer Installation guide. provided sufficient to support concentrated load(s)188 lb down and 138 lb up at 3-0-0,and 92 lb down and REACTIONS. (lb/size) 52 lb up at 4-8-0,and 188 lb down and 138 lb up at 2 = 494/0-3-8 (min.0-1-8) 6-4-0 on top chord,and 117 lb down and 50 lb up at 5 = 494/0-3-8 (min.0-1-8) 3-0-0,and 34 lb down at 4-8-0,and 117 lb down and Max Horz 50 lb up at 6-3-4 on bottom chord. The 2 = -55(LC 32) design/selection of such connection device(s)is the Max Uplift responsibility of others. 2 = -271(LC 8) 9)In the LOAD CASE(S)section,loads applied to the 5 = -271(LC 9) face of the truss are noted as front(F)or back(B). Max Grav • 2 = 559(LC 40) 5 = 559(LC 41) LOAD CASE(S) Standard FORCES. (lb) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max.Comp./Max.Ten.-All forces 250(lb)or less except ,Plate Increase=1.25 when shown. Uniform Loads(plf) TOP CHORD Vert:1-3=-60,3-4=-60,4-6=-60,9-12=-20 2-3=-771/299,3-15=-662/281, Concentrated Loads(lb) 4-15=-662/281,4-5=-771/299 Vert:3=2(F)4=2(1`)8=3(F)7=3(F)15=-2(F) BOT CHORD 16=-1(F) 2-8=-206/721,8-16=-204/738, 7-16=-204/738,5-7=-206f721 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. Hnur-Flrnr Ortn(!II rz.ier Cu'1110f 11eSSd(X13y Fl[91t I!lllS r(81v�iGSSi9f'CY"169;t12U6;6:[Pdl:lr I«n InE,hup rai:9o!n{ml rh!n^.i!k.nk!ip dteu!(IWi®i M 4Rerl.lah®,r'.Id•,m;t f'retldce rct.64n.'M+iu nx/n ee f�,nir i4Tnmmt rlmsmkud*UTIM4ltrdt A"T-0u:g hrme 4�,i fOS'rz°sfle!�nvtrP9 ryn:+,1!aiGrp tdmp :4udnmatigtnrseCtn6r7tingrdOt 9elle6r!;(ga4Sn6:100ed1,uinlRl.rkh:q+uaerne!,I�er ndc8rc uinit� Anthony T.Tombo 1I1,P.E. n{rsed R;im!Wr nrEtfMer l:M�.J"'qdd 0—,li*U.etil Mk.md.}aCn R:WIvlOn:�n,u3e ndeddhta de llG nl laHa1 k11 ;d!al lFl�.tltep:ndd4e llOnt n/fieNrud9eTmt,4d.fiq Md'mr.ileep,'va.Ctn�n{knal sid hNn!lnsnaa!d #80083 ' ne k7fol Desigxratkhran.lnedusdrd'u MUhdb j.0'.nrpeft.dtvids,(cf-I k4h ldwWk."Ir 'Aliki4Mal Stu..&-M r-d Pd.,.IM edm@rrtslnsidinn nik4nd 4451 St.Lucie.Blvd. eM!raieWem Ir«non sgeedelssa ncshds p:un and:d.lkT—krcy Fort Pierce,FL 34946 (oppilhiC 2014A-1A�oi lrosrs-Aot6ony i.lanho hl,P.E.Rtpsododi�r o116is dosomsnt,ioony form,ispmhi8itxd w06oal rEe mfienpemissicabom A-I iaolTlnss^s-ACdonr T.Inm§olll;P.F. I I I Job Truss Truss Type Qty Ply 69532 VO4 Valley 1 1 A0096136 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:09 2017 Pagej I D:Y?eUsDo_tgy57AOxkEiGklzrTai-AxDZmgJ6Ru_pP9LTOMTP3GZDXihn7T91zclXFXydjPG 2-0-0 4-0-0 2-0-0 2-0-0 6.00 12 2 3x4= T 1 3 a B1 a .a a 2x4., 2x4 OztL 4-M 0 8 3-11-8 Plate Offsets(X,Y)— (2:0-2-0,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 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/TPI2007 Matrix-P Weight:10 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 7)Provide mechanical connection(by others)of truss BOA CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at BRACING-TOP CHORD joint(s)1,3. Structural wood sheathing directly applied or 4-0-0 oc pT BOT C LOAD CASE(S) HORD 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 = 110/3-11-0 (min.0-1-8) 3 = 11013-11-0 (min.0-1-8) Max Horz 1 = -15(LC 8) Max Uplift 1 = -39(LC 12) 3 = -39(LC 13) Max Grav 1 = 110(LC 1) 3 = 110(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=160mph(3-second gust) Vasd=124mph;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;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. e .wms x�Frrmnnr'#dl}'r.'irUSYS!SE i ebfle!Tw'.' <UrSgFfFP.I_bY3!u�r;o� atupr'nro.rndasnF� ersatrrn:d r.v,;nnr s�FiEeredm:a,nt.Er�em,rtF:I�nnslydFhn e.cvas. Fsexrev,ny mhi:raa (fs«rarhn'din 5e tbtnie eraiP ahn+,:�,: ,r.grata >. res ar arrTcirrwnexsuxnr,admadn:.nd rcgrnYasp+s:+'difn heNzgrd&uegl:Lnr sryaefafx nCnl,,xtei lFlL iwksrp_ pt p:nl En.�msavntrrera,tea:snttness•riernur Fnr:ns;n,a+l�-ls .¢:f:wr>Yrra. Anthony T III P.E. sd n Oft. dn0 .e c,u xwm e.u.tt MW wlud Wtgatsdlfll 80083 .cy. pcaFranse:r:a: ssdwea rows F�;�x�a�,r hpa V.Nt'imii fmslj' cu.Fr.d.!i;rRerm m t: F GSSr. h[pYrlF:RiSKTdSR+IY.WIn1 4451 St.Lude Blvd. aieraiu i-meF sr a(¢.M�YlNar h gairgl!eGF+rynsrsl!rF.i!e Lns 9esrphFxY is A7#r to-uF:estpw.tt t.ss.pp�hgerY don brrtaF,Ai Wa arlbire m a F!`,nIgIFFI. tonrigla 0 201b A-I loot hasw-Anlbeeyl.lambo Ill,P.E ieprodwfon of Ibis dowmni.in any lmm,h pmbibbed.iihul the miH n permissive from A-1 loot Issas-Aothm 1.lombo fll,BL Fort Pierce,FL 34946 i 7 ' Job Truss Truss Type Qty Ply 69532 V08 Valley 1 1 A0096137 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:09 2017 Page 1 I D:Y?eUsDo_tgy57AOxkEiGklzrTai-AxDZmgJ6Ru_pP9LTOMTP3GZ9ZihP7SxIzclXFXydjPG 4-0-0 8-M r 4-0-0 4-0-0 4x4= I 2 1 6.00 F12 ST1 -o a a a 2x4 i 1.5x4 11 2x4 0 -8 8-M 0 -8 7-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP I TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a - n/a 999 MT20 244/190 1 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:25 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live OTHERS 2x4 SP No.3 loads. BRACING- 6)'This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the purlins. bottom chord and any other members. BOT CHORD 7)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 100 lb uplift at MiTek recommends that Stabilizers and required joint(s)1,3,4. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 1 = 137/7-11-0 (min.0-1-8) 3 = 13717-11-0 (min.0-1-8) 4 = 266/7-11-0 (min.0-1-8) Max Horz 1 = -37(LC 8) Max Uplift 1 = -69(LC 12) 3 = -75(LC 13) 4 = -56(LC 12) Max Grav 1 = 137(LC 1) 3 = 137(LC 1) 4 = 266(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-182/264 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=5.0psf;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;end vertical left exposed;C-C for members and forces 8,MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. tesrsq.Wrn,:xra�rmntt4'ilr4r 11VSi!itU?Y}HllDtt lGs:ttus2�:Pl:�:;t7!U12fsa7k.JFY:er hm.in3,kiu rnr_rsaisM u±:ors;anh�t,Ss.crilCP mil:e:eMr,Lnsis�r:.lk„uSiefslefrn ne.t�rsr.!rie sRMnxt iG0,n1r ' WiNu.n isns sa:un!isa MlCtnMMsJ.eseLas;z:�f&fee fa,as<zCrwx;�e rte„egTCVtgrtsfs,awpm,ae,r�rs„aegnnagrpnars,kc efi{+✓&uz;ALns i7ada�r f7onn, sRu.ivas7+ns+.r�.brsx�n..uM Anthony T.Tombo 111,P.E. �.frodL!srnxlumt7teguixrriwvic+g tb wCu/s ve5mvdgeanG:sslgh:yx,nik tdt to 1t,#t� mnd lraars aH aFiHl TxgpsMdnelBU¢f eetkY.!d�Lns,nht,q �!ys,a�Gma as haarskf4rvtrynad�st 3SUQ$3• 4t[st`tai E,ap•re,srrimtu.to w,:sdatn@ roas4sr!,a<,swp>,l+:nniMt�€a��rMse seed x€swrtw,rseskih eH Ss:smsch:acah!gfsemspifw,.m3dr+ees 4<it,r:k,sos s<nsttttt:.ssacpst,rm,roy,Fq«r w[s�:,rsaatwv.alde 44515t Lude,6lvd. dktiiil NlrtdsiartL:id�!NtfjfensfiDllf�lethFl31f1!,(itlLn59,fsFEe;irl;l�i#1tK(9r:ftlld",H rnri sfska Jjnt,i t3t2,td1:4Rt.1°arl:dn!C:me:feSetaIIFL Fort Pierce,FL 34946 Loprrilhl0 2'015 A-1 led Messes-Aalbuyl']..be III,P.E.lep odouiteol ibis det—el,ie my htr is prahibited.;thaal lb-itleo petmissiet hem A-1 led itmes-Aalhoy 1.Itaho lit,P.L Job Truss Truss Type Qty Ply 69532 V12 Valley 1 1 AOO96138 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:10 2017 Page j I D:Y?eUsDo_tgy57AOxkEiGklzrTai-e7nxzAJICC6g 1 Jw23_ebU5ld6ysvYvCGV4nzydjPF 6-M 12-0-0 6-0-0 6-0-0 4x4= 2 1 6.00 12 STI i \\,3 0 0 3x4 4 3x4 1.5x4 0-0-8 12-0-0 0-0-8 11-11-8 Plate Offsets(X,Y)— (2:0-2-0,0-2-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 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/TP12007 Matrix-S Weight:39 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)This truss has been designed for a 10.0 psf bottom BOTCHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 chord live load nonconcurrent with any other live OTHERS 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 arectangle 3-6-0 tall by 2-0-0 wide will fit between the ROT CHORD purT bottom chord and any other members. 7)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 100 lb uplift at MiTek recommends that Stabilizers and required joint(s)1 except at--lb)3=102,4=125. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 1 = 196/11-11-0 (min.0-1-8) 3 = 196/11-11-0 (min.0-1-8) 4 = 468111-11-0 (min.0-1-8) Max Horz 1 = -59(LC 10) Max Uplift 1 = -91(LC 12) 3 = -102(LC 13) 4 = -125(LC 12) Max Grav 1 = 198(LC 23) 3 = 198(LC 24) 4 = 468(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-310/402 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft; Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. #a?s;-flras:�rr3?tlre+."ua fit'}.I hls II15Y3�EfirJ"'y EEA!l,t r[{Y:6(Dk.E;�r51131=M[Y3!a'I:(}ADp WE,'til'hm.tars tnx rnrnr<n,ud,M fdNn stir iun C»»:ip o.igilCF1 W li,tenn!1.hmam,L.t,!r:eru54rdlrfia ase.DYc:Nisiaye fkedn:le iGD,nf+ 1n fit mr99 rSyyt:n'-kft!ok6,rCfrai,nM}fri:nsD,;m;qswy_a,Spn9!i5eu..e,r[nm!16Dnmsr�:nr.:a'sru:Mfeh,:ied!qunner:npx;+sr�fxe upd&tv;Ntrmipv�elahrti0nh.afu 1161.INkudrntnip ,laz+q rkssd,!nn>;raicd,,r5&s bvtr,ir4n±t,an(a n(n!Wa9mz figvru lut9Nsnnr4rs=wnrnn,-,a d�gE.rtN!nd9,;mrrrtap2wemsircee tn.:e>Lcr:xiflns,tsanu53nfisa�enyfem72mnnetrs,;D<rq+:,uh x+nEad Yr,3eC,wtvlydl Jrp rL•adiHl.raeprnd.du,l'D n±�iru.e f3tinn,xreiut��h!.mmpz,u=,rrmn,e},equxDt,s:6.'set k.4S AtonyT. lIi,P.E, Tx „ x 80083 eF ur} y Yt, u 61Vd.cND1,rn& lnt";' W n61. 4451 S _' Fort Pierce,FL 34946 CoppgM�iDl6 A-1 paof irectts-Amteeyl.lombo lll,P.0&pmdmtiondfbisdomment inany Ftn,is prabib6ed r8hauf lM1tautten pxrmiuiae6am A-t taai Uuues-AalM1azy l.lemboltL P.E � I Job Truss Truss Type Oty Ply 69532 V16 Valley 1 1 A0096139 Job Reference o tional Al Roof Trusses,Fort Pierre,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:10 2017 Page 1 ID:Y?eUsDo tgy57AOxkEiGklzrTai-e7nxzAJICC6g1JwfZ3_ebU5Lw600sulvCGV4nzydjPF 5-1-1 8-0-0 10-10-15 16-0-0 5-1-1 2-10-15 2-10-15 5-1-1 4x4= i 3 I 6.00 F12 1.5x4 II 1.5x4 II 2 4 v j f. •\ ` )Ni i Vvi as ... . o : a 3x4 8 7 6 3x4 1.5x4 1.5x4 it 1.5x4 1i 0-0-8 —._ 5-1-1 __. _,._ 10-10-15 _ _16-M 0-0-8 5-0-9 5-9-14 Plate Offsets(X Y)— 14'0-0-0 0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-S Weight:59 lb FT=O"/u 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)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 100 lb uplift at Structural wood sheathing directly applied or 6-0-0 oc joint(s)1,5 except at--lb)8=232,6=232. purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE(S) MiTek recommends that Stabilizers and required Standard cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS.All bearings 15-11-0. (lb)-Max Horz 1=-81(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1, j 5 except 8=-232(LC 12),6=-232(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1,5,7 except 8=380(LC 23),6=380(LC 24) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-8=-276/457,4-6=-276/457 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=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;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation I about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. iassp.Plens h,aNl rz!ir.ne'Ll tJk➢OSY'�I'3111rf'j 91�a1'pCf(05c:i'�StPSIE�t;'!3!U1::SR7�.i:5�.a11'hm.rrt9rkux Frre'isea reef esk:atYs:nr.Pew,-x..upltVW":e:sC+cnl.:'ecis 0,'t�te4.nt ArnEehrt w.Cin:w`:a?>t:eeic�!TL',Rti wo.�:�ppn,kskn'dtah<E[rai.�d.e,eh:,7c�+: Mt_..!tektyae«,Msernenlca,e%eua:asearter ;:sea�pee,mp,;r.,:+�ymkeen�pd[,�;t 1�„�mpmGrts�r.,x„mt.�ua,,,nu �.ip wn,N>#�; Anthony T.Tombo III,P.E. rl nedMfnnMmirw>lus,c(<esuiq��5«w.a•e«eeis¢ a'varne+n:Erlgfi,ryc.uM won tl•u SiMmmked eeftiq;e8ad 61L rxgpnddnel:Dui aRSeis,ea3e5r,.arsmrsy.eugy sm[mwsEkrcp,kcEh firi?t 80983 ' fel.[niteslpr.ndkeaam.laaxisstlMnker.9aee4±traxres oFt pals'nesfMWtdxq(salxrtSfartp laR,rmu larpuiueiq^le:isU'.mretutudfine r+k*�mtlrmesMnsp sit e,sed#hsEmeftss aesr{m:rnn Decit reyuu a::nss vwAw.,x,aless 44515t LuelB Blvd. iter.isr Yloedii a(e;:a3agHigec 6nmp!!dloaninPed,;Ssl!.0 issiplxrxs a A�14s t+iFup Eestnxa i�ss:psha urneer danler'sni,ZS¢rDaml:ee:m n!e'eel a IFFI. Fort Pierce,FL 134946 LaprriR412'7RI8A-1Roallreszes-Aat6aayl.lamSoRI,P.L Rep,oda6iaeait5isdomment.in any fem,ispmRibhed.aiiiii the gisenpnmissioehamA-I Roof busses-Amheeyl.lccbo11.P.E I Job Truss Truss Type Qty ply 69532 V20 Valley 1 1 A0096140 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:11 2017 Page•1 ID:Y?eUsDo tgy57AOxkEiGklzrTai-6JLJAWKNzVEXeTVr7nWtgheUCWMtbLB2QwEeKPydjPE 5-1-1 10-0-0 14-10-15 20-0-0 5-1-1 4-10-15 4-10-15 5-1-1 4x4= rI 3 6.00 12 1,5x4 1.5x4 it �? 2 T,L''. i '�T1 4 5 -o � o 3x4 81.5x4 € 7 1.5x4 6 3x4;: 5x6`- 0-0-8 5-1_-1-__�_._.._..____.....__._. 14-10-15 2p-p-0 �. _...._.. -- __._�.-. �_ _.._....._......_..._..t 0-0$ 5-0-9 9 9-14 5 1-1 Plate Offsets(X YF- 17:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) nta nla 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 5 nfa n/a BCDL 10.0 Cade FBC2014/TP12007 Matrix-S Weight:73 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2BOT 6)'This truss has been designed for a live load of OTHERS ERS 2x4 SP No.3 p CHORD 2x4 SP No.2 20.0 sf on the bottom chord in all areas where a OTH 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 6-0-0 oc 7)Provide mechanical connection(by others)of truss purlins. to bearing plate capable of withstanding 100 Ib uplift at BOT CHORD joint(s)1,5,7 except Qt=1b)6=277,8=277. Rigid ceiling directly applied or 10-0-0 oc bracing. F iTek recommends that Stabilizers and required LOAD CASES) ross bracing be installed during truss erection,in Standard ccordance with Stabilizer Installation guide. REACTIONS.All bearings 19-11-0. (Ib)-Max Horz 1=-103(LC 8) Max Uplift All uplift 100 lb or less atjoint(s)1, 5,7 except 6=-277(LC 13),8=-277(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1,5 except7=325(LC 1),6=445(LC 24), 8=445(LC 23) FORCES. (Ib) Max.Comp.IMax.Ten.-All forces 250(lb)or less except when shown. WEBS 4-6=-334/533,2-8=-334/533 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=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;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 8cxt;flme atz}Yrtnrt Ar'ln?r.-7105'r'arStlltr't r4d?Ift ist,N:6r053Y;k:5;F.tix.�tBRrIS:Df74:t3GuiN1'Ric,lult}tca rentsrsedtMn:w.tntts;ttr,@:si;.xs.�riirEl NlCn�tttnl.tez»�,I.E.4MrasSkdlehtt ne.Iktes:�.r.tscrd t:�a ZU,ui7 91 tt:enelnlrL'n.1aIfnNW(fr7tFbM 16r.1 trtn itJrt tt�i!di1.$itttA(njRr rB]1tTNPtrrO[tAtlt�:tla.!i(3Xf3MFiR:3W!Arn1lUr Tfrnl:Mfrtl Af[nqn{oft;Ni»s e��e(mar rJDty,,ssa try 1.rittturnnwtaa„(>+s.stml.`-.R1,taLyl_M Anthony T.Tombo 11-, P.E. sd tud9crtstin t-Nge srpem�*tex a,nCssds ve5.vetiW flab-intlntr+t. hrcat#d±df,ta 6:eirtsivdn assluhr3TV{t nj 6AM1-at»(`rcf5 wt13t t�al.m,gn,w3ftxal Cau tit"„ tt ratitr ,gxraarfn9uN.h7snrrCld Aal,*!ci/vrrxxn�ryk'neslArtadt�,Gq>25tftt 4mrmvTr$ptlishi}f7Jnni„dmrehauelfurcml�trxa ih'7rie sfen7ns,amsarllnns'7wS u2tsyu:tns:/ki;+rsisrsn vt:nakadrd?rxalut +kntnr N.ntigt,trrl er! ten I,tf,o'its 3rLri'l1lt.is�e termfsn8al3t try c es X,C rAtf SHIIP 4451 it.Lune Rivet, 'P nt r sm t h' EI(mxda!bear.i:tt7asndte;tat•.ts:taitti. Fort Pierce,FL 34946 � {�rrighl u7 iDidA-I Fna7Lclsn-Aslhaul.lamla!lbP.E.1%!ptodatt,anart'ais doroaaat,in oay7sm,is ptakibilyd.;lhasll6e rtiflenPtrm7siaa 5nmA-7Faal Latsrs-AnlbeeE7,7ac5al11;➢.[ 7 Job Truss Truss Type Qty Ply 69532 V24 Valley 1 1 A0096141 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:11 2017 Page 1 I D:Y?eUsDo_tgy57AOxkEiGklzrTai-6JLJAW KNzVEXeTVr7nWt8heSU WJAbKf2tlwEeKPydjPE 12-M 24-M 12-M 12-M 4x4= i 3 6.00 12 1.5x4[I 1,5x411 0 2 �" \� T7 4 •- ST2 S71 ST1 i v � � 6 0 3x4 8 9 7 10 6 3x4 1.5x4 I1 5x6= 1.5x4 s 0-0-8 24-0-0 Plate Offsets(X Y)— [7:0-3-0 0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) n1a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Cade FBC2014/TPI2007 Matrix-S Weight:89 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live OTHERS 2x4 SP No.3 loads. BRACING- 6)'This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the purlins. bottom chord and any other members,with BCDL= BOT CHORD 10.Opsf. 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 100 lb uplift at cross bracing be installed during truss erection,in joint(s)1,5,7 except at--lb)6=336,8=337. accordance with Stabilizer Installation guide. REACTIONS.All bearings 23-11-0. LOAD CASE(S) , (lb)-Max Horz Standard 1=-125(LC 8) Max Uplift All uplift 100 lb or less atjoint(s)1, 5,7 except 6=-336(LC 13),8=-337(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1,5 except 7=537(LC 19),6=539(LC 24), 8=539(LC 23) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-144/297,3-4=-144/297 WEBS 3-7=-286/159,4-6=-405/647, j 2-8=405/647 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=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;end vertical left exposed;C-C for members and forces 8i MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. t6eaT Pkm;GnpJr«nlah!'41U`sIiM,^SNrir,ROIL UNI,LtUUR'.dsr ItTart9!0'I::U9Rii7Etlftll'6m.Tel?kinF.anaseaiiMertra sts;nn 1'P�.•NL!Drj NM hri-l.46,111.rf 4ksrlStrellelre.a fltss:rtnr.�i palnax 74,Nr Yrr1:lal.M tktes slakrsdra fiel4bkdd.Ill:s riPrlyienin.'�a77is;w,�a NtuwrlPPlePG>.tsns.Nrbraaeeis�. ! rny+yi*s'.+:sl�&seGpMGe w{.+Irsslt msk r}Dutr. alfN.:kkuP is:.s}tl trfsr s>t�ti,vM�3; Anthony T.Tombo t!T,P.E. :daidMlnsshar t+itegu;�rrravlu!an• a.n:C.urt eG4e MgN1N0+retslSe gM,UCx eaGaxdll(,NR:we.trd trratul+rliNl.TusrPlMdtl+l�rn al Aprrd'4'irsL�r'i°!�'rCniP,ah�aaatmrl ilEh MnpT.m:�� 480083 $e raNi.^InPN DsrNnicaG.:.Inks Sd WofclI:J01(SSI(Ar>es Rt rill+lsi�M rAu�tOeP'vS"si! 29i#nrS1;P11iS1tdrr Nn11ra1 pt anJtNldlp rH'PI�idRl.l9-�dt'LN III.fa:dllli Rt{SIN tN FpiStlISiPM.roil Qti'tA rer22tI HS�p3'69tl1filY.SGIHf oast St.Ludel Blvd. SkkI�R!it9t1 k I(a,`,P,I3gNdga 11rt ftlPr SiiiNtL ik Inn OssiPhjxlrrtlT,ik tRurr°nryav,N Fnss:jsep iqum da/Eati+r,1"ufntalltream r,ihd pIPEL Fort Pierce,FL 34946 ri at4?2016 A-1 tool laws Tom6o III,P.E,re odmri Adihn do,nmeot inan bm,is rcA!bitGd.itheoi the eliatn ermissin homA-1 InlTresses-Anlhcz 1 Tecb Ill,P.L COPY a Y I� P Y P P Y I Job Truss Truss Type Qty Ply 69532 V28 Valley 1 1 A0096142 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 13:11:12 2017 Page.1 ID:Y?eUsDo_tgy57AOxkEiGklzrTai-a WvhOsL?kpMNGd41 hU 16gvAgawgLKnXCfa_BsrydjPD 5 1-1 9-1-1 14-0-0 18-10-15 22-10-15 21 -0 51-1 4-0-0 410-15 4-10-15 4-0-0 5-1-1 4x4= 4 a12 5 Ci 1 362 1 1 7 Y 0 0 o d 3x4 3x4 12 11 10 9 8 5x6= .............._ ,___9-1=1_-___ 18-10-15 22-10-15 28-0-0 Q ----. -._............_-...--.._...__................-- --------.._..--—, 0-0-8 5-0-9 4-0-0 9-9-13 4-0-0 Plate Offsets(X,Y)— [10:0-3-0,0-3-01 LOADING(psi) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.2SI Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:113 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2BOT 4)Plates checked for a plus or minus 0 degree OTHERS CHORD 2x4 SP No.2 rotation about its center. OTHERS 2x4 SP No.3 5)Gable requires continuous bottom chord bearing. BRACING-TOP CHORD 6)This truss has been designed for a 10.0 psf bottom Structural wood sheathing directly applied or 6-0-0 oc chord live load nonconcurrent with any other liveloads. ROOT CHORD pT 7)+,This truss has been designed for a live load of Rigid ceiling directly applied or 10 0-0 oc bracing. 20.Opsf on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide will fit between the MiTek recommends that Stabilizers and required bottom chord and any other members,with BCDL= cross bracing be installed during truss erection,in 10.Opsf. accordance with Stabilizer Installation uide. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at REACTIONS.All bearings 27-11-0. joint(s)1,7 except Qt=lb)8=224,9=231,12=224, (lb)-Max Horz 11=231. 1=-147(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1, LOAD CASE(S) 7 except 8=-224(LC 13),9=-231(LC 13), Standard 12=-224(LC 12),11=-231(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1,7 except 10=495(LC 19),8=374(LC 1), 9=413(LC 20),12=374(LC 1),11=413(LC 19) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-159/366,4-5=-159/366 WEBS 6-8=-270/440,5-9=285/458, 2-12=-270/440,3-11=-285/458 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=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;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 1.5x4 MT20 unless otherwise indicated. - �+rtq•Plen+ors,^/!mi+ss:+'t14�}1+piii;St179"g NXi:[iseR:B(QCs;giS:E:1FLr'E7!p�13K3»imp:Ml'hrv.Iat}kCp}or_+'s!saisM+k:aVtis;nss[�.q+s.rtlilCE,alM+:snwl.i+cioRr;.L4:+m;knld+n ne.Oscs uR+,aS+Aeelaat;CU,nf, vi+s:+ mFYn tr�i+ndt 6e ICE dti,n%d1 rl ss,e9g&p ,!}asdrxe a,, s+ioariGO+u+ut!as�rvr+u5+rdn�nd!+� vyrt;r++s3+*ar fe 6+eesipdh+sn3l+Ln:eq�+lse+n8atr.a:a ipL�wlog+ns+a} .h'r�a>lrat,s*1+Defi #ne+'>�s k+s tar. uirc aalee.>E n.J ceGse!s+r`ause aseerh-dn „Anthony T.TOt;♦b011i,P.E. i 4 q i R'c urxs+ +lc7t,f+H:aln Irdlanur s!adiFl1.Ingp+MdWl aiatieY�dk.n:Lmiiyi�Ts;;;Areg,�.Wan dEras}sixEdtitsst{a.+ii:7}�' 3 80083 Sx iReq ear..alfanal+,tpuss s+l at®6+t:3as+uF 2,n aep�i+anftiesa;tm,(gmeld:l t.km� r161'plliss it}7 fSe:l antl:im+dhrraN i!Z.iR'!s'n+s:k+!+rya,a.asad#4ndr.+fan"nsges to+s(ail fay'ans as'nss b_-A+fis.,nl+ss 4451 Sr Iude Blvd. :#+!.i b:errns(aPr1 nlgnhn:mlEr+prsnnndrtl;t+t:nsJ+s y6�+rKeNl,t+tsi+ur:nlgsr,aT.-Sima'Knrurlm++iry,1p rgAimdh+s asr,l+SxlglrFl. E PY^i Lo htC.il16A-llnallsnssts-Anthony1.lomho III,P,E.iep+adcaiond1hlsdammentinaaylom,ispra6ibBed.dhas116.6fienpermission from A-1 loci fronts-Amhccyl'lamb111,P.E Fort Pierce,Et34940 JANUARY 17, 2017 TYPICAL HIP/KING JACK CONNECTION STDTLOI CORNERSET GENERAL SPECIFICATIONS '. MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 Attach King Jack w/ (3) 16d Toe 772409-1010 Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach Corner Jack's Attach End Jack's w � w/ (2) 16d Toe Nails @ TC & / (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC BC (Typ) 0 b t` Attach Corner Jack's / (2) 16d Toe Nails @ TC & BC (Typ) i i i ,ea�ytkmexaSiimrvu kl tEL l3iSFi}at3Y}[Ss:'tu.F.WStdWST-iC'ti':ri'^t'+7IVjiLnSmt {atrk prscree,5ai wievtsmML.i iezpA.u{;Tiejml'.w f� 114tL t?t 42 kk_x ue e,s.e�uei�Sf W.�s1, - ,Xa-nmaGr}tti+s su3Gnn6re.:G7slensi lsi^m!'vp;ea su,s[ !ts w.Sa++duarys[t q•�•osa,year n+'«,lwa ee;a••,rt},yssm€.±h: t.add•c*g�etasF axt [rx, uRi�i�.q. app�+s:6�3 ,ncsus.wt3sy Mtho;syT Tolrbo IFF,P.E. and«zd^n inninct .ea iv 4FgitlndN hi?vret,ee6n^xi.,�rb G-Ya} �n ufre,-'Jb4Cx&:lyk.�ln'im mm aliM cp elxb.r.8•d klt d+..ss,'�.l.1yl es ^�sasmiao�i};sd',aa �caretd 80083 ' ;ht�lta[:sm: ts, ssexiadt^^adn u>.m:mf ped dtgl.�p. s ?i:s-rr 2�rbm�lsG•,,,k,sxd� +r� mlerc, oa ri,sd�m t y f ,w p �sdt,.:K hmn su ..: :cae...ldq! [..t:r •# bsr Tsrlms .., s7,5e tda +n .msS,siniq...-atns a i tt t•a - i F .. . 4451 St luneEfltid;.. rat P:erte f 3494b Fsppig6fQ 1016A•FkeMF,vssn Aotd iyF 6.601 R.F.lsgsedvnieacttkisdoarmta�ioaeyFn,m,isgio5.6itrd.isAo--.z:err:ntagm.sHu.Lra;AdPxlBassis'AatStbri T x1atll,f.L - -_ �. I f r FEBRUARY 17,2017 ALTERNATE GABLE END BRACING DETAIL STDTL03 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD HORIZONTAL BRACE 2X6 DIAGONAL BRACE SPACED 48' �. (SEE SECTION A-A) D.C. ATTACHED TO VERTICAL WITH TRUSSSES @ (4) - 16d NAILS, AND ATTACHED TO 24' O.C. BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO -- ROOF RU.SS-'ES— PURLIN WITH TWO 16d NAILS. A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 - 2X4 PURLIN FASTENED TO FOUR 772-409-1010 TRUSSES WITH (2) - 16d NAILS 1' - 3' MAX. \ EACH. FASTEN PURLIN TO BLOCKING \ W/ (2) - 16d NAILS (MIND. PROVIDE 2X4 BLOCKING BETWEEN DIAL. BRACE THE TRUSSES SUPPORTING THE AT 1/3 POINTS BRACE AND THE TWO TRUSSES ON IF NEEDED __ \ EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - \ \ 10d NAILS AT EACH END. ATTACH \ \ DIAGONAL BRACE TO BLOCKING WITH IT IS THE RESPONSIBILITY OF THE BLDG. \ (5) - IOd COMMON WIRE NAILS- DESIGNER OR THE PROJECT ENGINEER/ARCHITECT \ TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE STRUCTURAL FOLLOWING NAIL SCHEDULE. GABLE TRUSS METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: - FOR WIN❑ SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (131' X 3') NAILS SPACED 6' O.C. - FOR WINO SPEEDS GREATER 120 MPH (ASCE 7-98, 02, OS), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE VALID / AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. INLAYED STUD STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING GABLE TRUSS / MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL i THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: .� ASCE 7-98,ASCE 7-02,ASCE 7-05,ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN �€ DRAWING FOR UPLIFTS. NOTE:THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24 O.C.OR LESS. A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 772-409-1010 PIGGYBACK TRUSS ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2'X 8' REFER TO ACTUAL TRUSS DESIGN DRAWING FOR TEE-LOCK MULTI-USE CONNECTION PLATES SPACED 48'O.C. PLATES ADDITIONAL PIGGYBACK TRUSS INFORMATION. SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48'O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR(4)6d(1.5-X 0.099-)NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS.AT EACH 2'X 8'TEE-LOCK MULTI-USE, CONNECTION PLATE.(MINIMUM OF 2 PLATES) I ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. (PURLINS AND CONNECTION BY OTHERS)!; ri BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR' ADDITIONAL BASE TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' O.C.I A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. I i i I ,.` ,'eacsF� �c�i3,Haar•sawc+rts�r, 'f�;uuui�usea�,�t€u���rterr [n'b�rend<crs�=?�,�+�am,aaar-mngae �{:r(�ae,�-,e_t��kt r :ke�rEn� �sr�s�.tusnP.�,. ": •;.;: 'Kx,,,uP,,ii:gFner&mmarkial.ssersn».pf.r.as,Sr a ;a:asxu;r. ss mar t Tsw a �e s srs•hsytnas`xyh t rA"< aH rk-�'t••ar m.mai9 nesur .ry- -Anfhony.T 7omboIII;Pk. :.sY Haew uif brnk�#<yrs er spuhsafe, .k2.zia aafm--0s%N e:k t,3tejkn�.ah+s ed^�,C,ttRa7�t,^-{tni¢k'f. cd tla l:eayedEwt'^'mn.',?p aa2e1-s:ebtq ash} a�.�,tu ulkea�>��a�ris*���k: .. .. S C53 ` ,' ..,3x t=.Gq ssrFuaitiatrsa t§_ai-asetT.sa:nrtnedpa -dk1#lmGrrzaStm6tr€�9.4;pOksueNR %'aae,drwnilex'T mtoe`-a,(tt nsn a'x l�sfeel r,t uG rr.i B'g .sr,xi++Paumd�.x aa'sr - 4451 5 Eude Blvd . , Ri iteibEErlaka+mr..*mn�ap+�a�drws:s,[;a?, snammM:iat�+,r,nlrn,lsxn ,s�rF�+t�gInq,.,ata,a,.retie .T ma,, - F YPerce FL 3A945 .., •"�- _ CapTsttTs�.101dA-#PoatheasisAatla rT.Ta�(m I11,P.I.Rep;ke.".iaa otl'sis dotemesGinaa+tsam,osP,a*ib'ted:cboatt�c arrirfen pnxisvoanda,Rlie#Tinsses-AatAaayT.T�6o II;P.L ::- -•=' � I I I i JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED STDTL05 -• GENERAL SPECIFICATIONS: 1. NAIL SIZE=3'X 0.131'=10d 2. WOOD SCREW=4.5'WS45 USP OR EQUIVALENT. �s 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND ■ SECURE TO BASE TRUSSES AS PER DETAIL"A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE __ INDIVIDUAL DESIGN DRAWINGS. _ �__ 6. NAILING DONE PER NOS-01. A-1 ROOF TRUSSES 7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C. 4451 ST.LUCIE BLVD. GABLE END,COMMON FORT PIERCE,FL 34946 TRUSS,OR GIRDER 772-409-1010 TRUSS 11 II II II 11 11 II 11---II -- 11 -- I I 11 II II II II 11 II jj II II II I� Ij 11 II II jj II �1 II II II 11 II II II jj II II II Ij Ij II 11 II jl 11 11 11 11 I II I 11 11 II 11 11 II II 1 II II Ij Ij i� I� VALLEY TRUSS BASE TRUSSES (TYPICAL) I I P 12 VALLEY TRUSS GABLE END,COMMON (TYPICAL) TRUSS,OR GIRDER TRUSS SEE DETAIL'A' BELOW(TYP.) TRUSS CRITERIA: SECURE VALLEY TRUSS WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05:146 MPH W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-10: 170 MPH NAILS 6"O.C. MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6112 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 PSF ATTACH 2X4 CONTINUOUS#2 MAX SPACING=24'O.C.(BASE AND VALLEY) SYP TO THE ROOF W/TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS45(1/4'X 4.5")WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A ,'aaaag-flsyszargsh!r9es•Wx 4MfT •iN!lr::S-.W-Witf8t61'kC f��d;'S'��ittlJglfd}p:T"sa.5at}L•sip icecr.'vsn+ta3dwr!sa Eisl^.ss t;yrG^a.y;tFb edty Stlic z.I.bry.fl.ttrraaiNtSi?ttE ri!,Oslrssa5errraratseiv 130:t�! .. GA:m±r' }luxxm=h vsri!a r;D¢nSr v&A tsli.-afst .+..-..fx.:F+r�r<(ejwxr;Sa tl i"-D•4rlssdsnn�+}!mrdN.ag as.��sGu§awiu}.Isgns�:.+la 6r kCpdt!.inF trris tY'd 3e 7x'a-rr,sur!Ta}ite±n:p ss,pus,kui:dse.i+E sk.Wk�r• '... mP edittrmLr;artn .ynkn n 2�CcI CaC srv?d xrt:+Svs:=�., -..Athmy T 7ombo EII;PE.-• J t+ym.vr..0 ad lr;sa;cl ataar;t :lt ffiatel. Isl�raxt�nmtc.t<laraaat a anrar g nmp A [arsde a via a!t��p 80683 Ceti r.€.}rrxr![emcm..•..t�.�.,setadmlEs rnd Rxp fir'.ig!dilms d'lrlr;�Es.�sra�5e':s}Iw.'usmb»�S7grEnshdit iRnditEl ze s6aga6t+!lac�ttiea 311�r'*,r,tN!rgra.�+ei��+ai stnrt sDz*-nx.i'eJ3rcg+(.anrcl i�r:sXman^,nar,tdess:: c`h s<d:. ryttsca7a3e:da}noareagMligares u!r�et 7 inss 6ts^r[q ttrr:s 3�€iktGiry ru�.rr:wlesss S;�tnFyatsd¢t S7 c�^sli::i.rms reK f-feetu'ti�... �45]e( ,FIL 349 • Fort P:erte,FL 34946 ' � CPPysySt�;:flk6�•IFn,tkntsai�kathc+)T.b?:,`,alt1,'Y.E GtFIQdBi1180 CI11ilIS 1}P?:FPaIr Id C,YIB!81;15rt2E1�}IttEMXEO}tlM1t�t1CPO Pt!fGISS,:fi G6ffi A�I RP[j S14i541 Art@:afl.teekofll;P.E. --� - �� -� '.' : ..:�. JULY 17, 2017 TRUSSED VALLEY SET DETAIL STDTL06 i GENERAL SPECIFICATIONS: .� 1. NAIL SIZE=3'X 0.131'=10d ■i 2. WOOD SCREW=3'WS3 USP OR EQUIVALENT. �! 3. INSTALL VALLEY TRUSSES(24'O.C.MAXIMUM)AND SECURE PER DETAIL �i 'A�• 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN Ili DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT "".......... ---- �' TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS-01. 4451 ST.LUCIE BLVD. GABLE END,COMMON 7.VALLEY STUD SPACING NOT TO EXCEED 48'O.C. FORT PIERCE,FL 34946 TRUSS,OR GIRDER 772-409-1010 TRUSS 11 II II II 11 II 11 11 11 II II II II II 11 11 II II I 1 11 11 11 11 11 11 , 1 1j II 11 II II 11 11 11 II 11 11 11 11 II 11 11 II 1 I 11 II II 11 I I II II II II II j 11 11 11 11 11 11 II II 11 11 II II II 1 11 11 1 II 11 11 �j 11 II II II II 1 II 11 II li li BASE TRUSSES VALLEY TRUSS (TYPICAL) II GABLE END,COMMON TRUSS,OR GIRDER P ( 12 VALLEY TRUSS TRUSS (TYPICAL) i SEE DETAIL'A' BELOW(f1'P.) SECURE VALLEY TRUSS W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05:146 MPH NAILS 6'O.C. WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT=30 FEET a ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE:1.60 H 2X4 CONTINUOUS#2 MAX TOP CHORD TOTAL LOAD=50 PSF ATTACH O THE ROOF W/TWO LISP MAX SPACING=24"O.C.(BASE AND VALLEY) WS3SYP X 3')WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. i DETAIL A (NO SHEATHING)N.T.S. ,:gam.('�u»cEy�,',sE•.Re'AltC{fY.ikT�i.�;.6fiii3:t8B6{FGI"'S'(. vjG'tiP,lf[L,tE.,tltli'.�iotr N:'P Pffszr'nn afsrdat- u�1,:,r Ps��s-essq(CJed9e L�eCst i<*f+IAP:11-�yctvaskth,s ?+.'e slrtj 5?^d &17f r�* .; ,. ::',.. sc3,+:a,.x pe.,smsaa� n.aomr�aa sl cx,ace.s. 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Ca i 11�12USd kl Caa(Lassss•Anlba vPTt,Sc)11,P,L&redEOron afhat dat�eea4 is aaq Eual,6 lak;6aedva6ant&e,nnan tlmtufaahom A�l tedL¢ss I TRUSSED VALLEY SET DETAIL STDTL07 JULY 17, 2017 HIGH WIND VELOCITY NOTE:VALLEY STUD SPACING NOT TO EXCEED 48'O.C.SPACING. f�. fie �r ems; A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 772409-1010 ATTACH VALLEY TRUSSES TO LOWER TRUSSES WITH USP RT7 OR EQUIVALENT. WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT=30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24-O.C.(BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'-10'ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON-BEVELED MAXIMUM 6/12 PITCH NON-BEVELED BOTTOM CHORD BOTTOM CHORD IV�I 0 o� FOR BEVELED BOTTOM CLIP MUST BE APPLIED TO CHORD,CLIP MAY BE APPLIED THIS FACE WHEN PITCH TO EITHER FACE. EXCEEDS 6112(MAXIMUM 12/12 PITCH) . Y...eq?In �n=l.ina-.Wld4c7(A7Sii>('k'.Yjill�Ftt+fttti6tte4;&:tS(E�{tt"[�t?[kMt.'tiM(tF'�e.C,rhdss}.xM�'i d;dyo�s:rn ngeG n(fi:^,w�d.3 il,sais�FF itmws N.db�en ti;thR.7e&r'f.ririk9 i. - ,. . .. Y...:sr.�t7lCti�it rd sa tte T3bieec„1lseiRs,Ns�:xieH`S'L.1P'�`n[s7uwa E3..L'as ai�Mhr.x!;maap�eds�p�es8ari ef¢>.�yyWn.�mtut�s•ttR d+urr# s(.palsa Ce Fm't,�f*iF:l.l tsslsfas+v:7onLixlegr drtp;,s«rt Cy.; 'Anfho7ly T.TombC ttl `��. mLosa�tfr rns5ra,sK=rq,cerr�Caa'<im dle.m,tk&:mi sm:ssixa qca erGaE t-..Fhpan,etr vuRuett!a 6S,E+3Csnae td'eiwagaat as t?i.»snrr a+dm r:�me s,spa)es7as rasatm+c .met asw�txaatreiy s�'>. s:zpesa:ryel. e-80083 .. �.. ::erC:+'gLSayeA sfitmi�tfiu,l3te)sn)lc�asttiW�tkF�trc7ys2�rxr?cdthi:"iysra»cSk`?!tdmm�lm{i'S1P�;tttif;fi�£iGimta4n�£.n x'�2Sst�aS in+2mesMrttSfan t'�..'a s:f.mGarh 34rts,rnr.to Gfs7+€*£ne3u,rss.Naai�tt,re 35 4E$1$#".ItILIF 3+1a - ;� � tri=.sx tdael stslsc^x4sgsd+}f?en!mgtF elych sars'+eL,its irae6su7s€rnx)sbl�.itR?*zgOfsi�n;u7ssas S,sfsr€a sletege+Q.tEC,'.,14:sf'.ra�uentLtceia E?F1;. .. Fo,LWeice,FL 34946 natt�161Ek-tEceiisuttes-tn>bG 1T.7*0ln,P.E Ye-Sedn:lisntldisda eat,iaee hsm,is ak:5^eA>rk§witbewti7ten FrmissionbraX-1IAtTruss lmS to Ilemh11I.M. FEBRUARY 17,2017 STANDARD GABLE END DETAIL STDTL08 VERTICAL 2X6 SP OR; SPF t •: STUD #2 DIAGONAL -� TYPICAL 2X4 L-BRACE BRACE NAILED TO 2X4 VERTICALS �� W/IOd NAILS, 6' O.C. (4) - 16d NAILS 16d NAILS VERTICAL SPACED 6' O.C. STUD (2) 10d NAILS INTO 2X6 2X6 SP OR' SPF #2 SECTION B-B 2X4 SP OR A-1ROOFTRUSSES SPF #2 TYPICAL HORIZONTAL 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 BRACE NAILED TO 772-409-1010 2X4 VERTICALS TRUSS GEOMETRY AND CONDITIONS SECTION A-A W/(4) - 10d NAILS, SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. i SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. p TOENAIL BLOCKING TO TRUSSES # WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS (4) Bd NAILS MINIMUM, ROOF' B 3X4= PLY2X40 ST❑ SPFIBLOCK NG SHEATHING �c DIAGONAL BRACING **L - BRACING REFER / REFER TO SECTION A-A TO SECTION B-B 24' MAX. _((2) NOTE: / / 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. NAILS IOd / / - 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. NA BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. -_ ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. / 4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. / TRUSSES @ 24 D.C. S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF ❑IAPHRAGM AT4' - 0' O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED G' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE G VERTICAL WITH AC - l STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A-A) TO 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240. DIAG. BRACE 10d NAILS. BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 1 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE POINTS IF TRUSSES. F NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. (SEE SECTION A-A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. ' ENO WALL i MINIMUM STUD STUD WITHOUT 2X4 DIAGONAL (2) DIAGONAL SIZE SPECIES SPACING BRACE L - BRACE BRACE BRACES AT 1/3 POINTS AND GRADE MAXIMUM STUD LENGTH 2X4 SP#31 STUD 12'O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2X4 SP 931 STUD 16'O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP#31 STUD 24'O.C. 1 2-8-6 3-11-3 5-4-12 8-1-2 j 2X4 SP#2 12'O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2X4 SP 42 16'O.C. 3-6-11 4-9-12 6-6-11 10-H 2X4 SP#2 24,O.C. 3-1-4 1 3-11-3 6-2-9 9-3-13 ❑IAGONAL BRACES OVER 6' - 3- REOUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6'.REOUIRE 2X4 I-BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END ❑ISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT=30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. i T-BRACE / I-BRACE DETAIL FEBRUARY 17,2017 WITH 2X BRACE ONLY STDTL09 NOTES: T—BRACING / I—BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T—BRACE / I—BRACE MUST COVER 907 OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T—BRACE / I—BRACE WEBS TO �I CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4461 ST.LUCIE BLVD. FORT PIERCE,FL 34946 n2-409-1010 NAILING PATTERN BRACE SIZE FOR ONE-PLY TRUSS T-BRACE SIZE NAIL SIZE NAIL SPACING SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. WEB SIZE 1 2 NOTE. NAIL ALONG ENTIRE LENGTH OF T—BRACE / I—BRACE (ON 2X3 OR 2X4 2X4 T—BRACE 2X4 I—BRACE TWO—PLY TRUSSES NAIL TO BOTH PLIES) 2X6 2X6 T—BRACE 2X6 1—BRACE 2X8 2X8 T—BRACE 2X8 [—BRACE BRACE SIZE FOR TWO-PLY TRUSS NAILS SPECIFIED CONTINUOUS ROWS OF } LATERAL BRACING WEB SIZE 1 2 } 2X3 OR 2X4 2X4 T—BRACE 2X4 I—BRACE SPACING } _A 2X6 2X6 T—BRACE 2X6 I—BRACE 2X8 2X8 T—BRACE 2X8 I—BRACE k WEB T—BRACE / I—BRACE MUST BE SAME SPECIES —1 AND GRADE (OR BETTER) AS WEB MEMBER. } } T—BRACE NAILS NAILS WEB NAILS WEB I-BRACE T-BRACE SECTION DETAILS FEBRUARY 17,2017 LATERAL BRACING RECOMMENDATIONS STDTL10 I I , TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, pi 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED ❑IRECTLY UNDER THE _._ ._...... rr TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD NAILS (0131' X 31) NAILS (0.131' X 3')- ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0131' X 3') BLOCKING BEHIND THE VERTICAL ATTACH 2X4 VERTICAL WEB IS RECOMMENDED WHILE TO FACE OF TRUSS. ATTACH TO CHORD NAILING THE STRONGBACK FASTEN TO TOP AND WITH (2) #12 X 3' BOTTOM CHORD WITH WOOD SCREWS (2) - 10d NAILS (0131' (0.216' DIA.) X 3') IN EACH CHORD -- i i USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d OUTSIDE FACE OF CHORD INTO TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0131' X 3') EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) TRUSS 2X6 4' - 0' ol WALL BLOCKING STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) i I I THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, ' DESIGNED BY OTHERS- IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A,MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). I I I � FEBRUARY 17,2017 LATERAL TOE-NAIL DETAIL STDTL19 NOTES: 1. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER ENO AS s SHOWN). Ad# 2. THE ENO DISTANCE, EDGE ❑ISTANCE, AND SPACING OF NAILS SHALL __�..+_`....:_' BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST.LUCIE BLVD, SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE.FL 34946 772 409-1010 TOE-NAIL SINGLE SHEAR VALUES THIS DETAIL IS ONLY APPLICABLE TO PER NOS 2001 (LB/NAIL) iTHE THREE END DETAILS SHOWN BELOW. OIA SP DF HF SPF SPF-S IVIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. .131 88.0 80.6 69.9 68.4 59.7 o .135 93.5 85.6 74.2 72.6 63.4 J .162 108.8 99.6 86.4 84.5 73.8 ri SIDE VIEW (2X3) 2 NAILS .128 74.2 67.9 58.9 57.6 50.3 0 NEAR SIDE p .131 75.9 69.5 60.3 59.0 51.1 J N .148 81.4 74.5 64.6 63.2 52.5 NEAR SIDE ri VALUES SHOWN ARE CAPACITY PER TOE-NAIL. SIDE VIEW SIDE VIEW APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED_ (2X4) 3 NAILS (2X3) 2 NAILS EXAMPLE: NEAR SIDE NEAR SIDE (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 115: NEAR SIDE NEAR SIDE 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (OOL) = 291.5 LB MAXIMUM CAPACITY NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY ANGLE MAY ANGLE MAY VARY FROM VARY FROM VARY FROM 30' TO 60' 30' TO 60' 30' TO 60' 45.00' 45.00° 45.00' i FEBRUARY 17,2017 UPLIFT TOE-NAIL DETAIL STDTL12 TOE-NAIL WITHDRAWAL VALUES G. PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S �' L7 .131 59 46 32 30 20 O J .135 60 48 33 30 20 A-1 ROOF TRUSSES 4451 ST_LUCIE BLVD. .162 72 58 39 37 25 FORT PIERCE.FL 34946 772-409-1010 J � 2 .128 54 42 28 27 19 F- LD Z z .131 55 43 29 28 19 W J .148 62 48 34 31 21 Lo J_ N Q M Z .120 51 39 27 26 17 C� THIS DETAIL SHALL BE USED FOR A CONNECTION Z .128 49 38 26 25 17 RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER O IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. J .131 51 39 27 26 17 .148 57 44 31 28 20 NOTES: 1. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE- MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTIOIN. VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE ❑URATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND OOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 133 (DOL FOR WINO) = 140 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (OOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. I *** USE (3) TOE-NAILS ON 2X4 BEARING WALL *** USE (4) TOE-NAILS ON 2X6 BEARING WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY i I NEAR SIDE NEAR SIDE 30' TOP PLATE OF WALL LA1' FOR NAIL 1-1/1 .25' NAIL' FAR SIDE 1-3/16' FOR 3.5' NAIL I SIE)b VIEW END VIEW I ; I FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTL13 2x2 NAILER ATTACHMENT - - GENERAL SPECIFICATIONS — A-1 ROOF TRUSSES FORT PERCE,IFL 34946 MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 772-409-1010 7-10, 29'-0" Mean Height, Exp. B', C or D. �x0 0•2 SP � Z�A 2x4 SP No. 2 (Min) o° o° o° 1 .5 x 4 o° 2x2 SP No. 3 1 .5x4 April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTLI4 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. 12 FORT PIERCE,FL M946 772-409-1010 VARIES (4) 12d TRUSS 2411 O.C. (4) 12d MAX 3011 (2'-6EE) I � UPLIFT CONNECTION (SEE ROOF TRUSS) 2x6 #2 SP (Both Faces) 24" O.C. EXTERIOR FLAT SIMPSON H5 GIRDER i `;.• r��,.n:�+n:.,,r,Pn»Q-t:r?in�.a,fsa.rsutultaats.��cma�sfwra�s.�'leasaca.+�i•�a,.r ��r. a.t�tm:am:nN:e�,: c.bjnc�;,Nmf.�.rtt..rareur., n.dt�nr. ta...uw:«i.fc.fbrot�,.d,.... i___ Y?arme[aPNM ddJ l.a bfMPJd M:d6{ i C+s'v fq—(U.4-1<fas!4`�a>rcpe(3'.�.p R mae�MstLn P>:• au ai•+.b3 Wsak!MMbvpgstt�j4/ Gl+kf tOM:ii �eMMPF!Mk'}a r. A tt =yT lombo llIs P-. ctd bb}bNiq m ,a+s,.daRC lw C+ra iatweda.er+.�tct rh 9�.bh[cni+d 246&®f Fnd rNia,m•aa1Ai na dse t`.9 wf hdi dml .b:W'yG=-<i. sfix-u ba iCn:4tf.eybs4h,rl _•8{1083 i :k tWeq Cenaxw sex 6W�.1'v HrS 7Sa,mtieedp:kbeSJtk{+#Mtsx�srU4d`�rbxIImr.t6"yialiciNWT /i3.leerfa-NLPrt•/pemc IK.kci 'vt :,tt95_`es eia¢esd�v arts aeuW.Snx:M' fq.w rt,tlu tibb.am .4-51$L.IAY.Ie BEYd. r+m M ! Gpei epel, bn�Hs"tenn IN..F# Oe PtR+M 1s5 �t nq�/ i tlme[gn:ed Satkq ip;'s�NM ldai attll. :' Fdi Fi2fC2,FL 3a4'.fi CRp.F yArJ1OI66•I CfmE It054l3•A01E0RtI TLF>III.P.E.`fep,do;.R dail dot wl m0.y ICE.ii Pt06ib4'i'khiw the onma p_.ans-4-A41.1T,1s4x Amheiji U.bh el,P.E. STANDARD REPAIR DETAIL FOR BROKEN CHORDS,WEBS,AND STDTL15 FEBRUARY 17,ZO17 DAMAGED OR MISSING CHORD SPLICE PLATES TOTAL NUMBER MAXIMUM FORCE (LBS) 157 LOAD DURATION OF NAILS EACH X =' SIDE OF BREAK (INCHES) SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 �i 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 FORT PIERCE,FL 34946 772A09-1010 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48' 3657 5485 3346 5019 2829 4243 2898 4347 ■ DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (.131' OIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C X BREAK .3' `jyel • 10d NAILS NEAR SIDE 10d NAILS FAR SIDE TRUSS CONFIGURATION + y AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY 6 X' MIN ' MIN THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DONOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRE❑ REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END ❑ISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOI❑ UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE-OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES- 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. 1- FEBRUARY 17,2017 SCAB APPLIED OVERHANGS STDTL16 A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 772409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (148' ❑IA. X 3') SPACED G' D.C. 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. i i 2X SCAB (L) (2.0 x L) 24°MAX 24"MIN NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES i elllA r �r A-1 ROOF Ago TRUSSES A FLORIDA CORPORATION Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled,installed and braced in accordance to the following standards:ANSI/TIP 1-2007; WTCA 1-1995—"Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "BCSI 1-03 Guide to Good Practice For Handling,Installing,$ Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design,connection,material,and labor by others. 3) Truss designs are for an individual component,not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer,any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts,and bearing requirements. Truss manufacturer is not responsible for specifying beams,other than those provided by truss manufacturer. 5) Unless specified,roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces,adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts,electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified,valley framing design,connection,material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10)Trusses are not designed to carry the chimney,cupola,steeple,or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1)The specific engineered truss drawings are subject to other terms,conditions,and details on the truss placement plan and/or individual truss design drawings. 12)Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, ! erection personnel,equipment,whether temporary or permanent,are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. i 4451 St. Lucie Blvd.,Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fax www.AItruss.com I � i USP STRUCTURAL CONNECTORS' A Wbk'Companyr Hangers Allowable Load(lbs) DF-L/SP LSL LVL PSL SPF I-JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 820 510 - - - - (4)-10d(Header) FL821.39, (2)-10d(Joist) 11- 0510.01, RR 25779 LUS24 670 765 82S 490 - - - - _ (4)-10d(Header) (2)-10d(Joist) T2 JUS26 1881, 850 975 1060 1115 (4)-10d(Header) FL821.42, (2)-10d(Joist) 11- 0510.01, RR 25779 LUS26 865 990 1070 1165 - - - _ (4)-10d(Header) (2)-10d(Joist) T3 MSH422 1831, 2025 2025 2025 (22)-10d(Face-Face Max Nailing) FL822.36, (6)-10d(Face-Top Max Nailing) 08- (6)-10d(Joist-Face Max Nailing) 0303.06, (6)-10d(Joist-Top Max Nailing) RR 25836 (4)-10d(Top-Top Max Nailing) 13116-R THA422 2245 2245 2245 - - - - - (6)-16d(Carried Member-Face Mount) (6)-10d(Carried Member-Top Flange) (22)-16d(Face-Face Mount) (2)-16d(Face-Top Flange) (4)-16d(Top-Top Flange) THA1422 1835 1835 1835 - - - - _ _ (2)-10d x 1-112 or 2-10d x 1-112(Carried Member) (20)-10d or(2)-10d(Face) (4)-10d(Top) T4 THD26 1781, 2485 2855 3060 2170 (18)-16d(Face) FL13285.35, (12)-10d x 1-1/2(Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 - - - - (11)-10dx 1-112(Carried Member) _ (20)-lod x 1-112(Carried Member-Max Nailing) (20)-16d x 1-112(carrying Member) (20)-16d x 1-112(Carrying Member-Max Nailing) us STRUCTURAL CONNFCTORS` A Wok`Company Hangers Allowable Load(Ibs) DF-L/SP LSL LVL PSL SPF I-JOIST LISP 160% ---- - - - Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule - ' - T5 THD26-2 1781, 2540 2920 3175 2285 - - - - - (18)-16d(Face) FL13285.35, (12)-10d(Joist) 06- 0921.05, RR 25843 13116-R HHUS26-2 2785 3155 3405 I550 - - - - _ (14)-l6d(Face) (6)-16d(Joist) HTU26-2 2940 3340 3600 2175 - - - _ (20)-10d(Carried Member-Max Nailing) (20)-16d(Carrying Member-Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 (28)-16d(Face) FL13285.35, (16)-10d x 1-1/2(Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4690 2140 - - - - _ (26)-10d x 1-112(Carried Member-Max Nailing) (26)-16d(Carrying Member-Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 (28)-16d(Face) FL13285.35, (16)-10d(Joist) 06- 0921.05, RR 25843 13116-R HHUS28-2 4210 4770 5140 2000 - - - - _ (22)-16d(Face) (8)-16d(Joist) HTU28-2 3820 4340 4680 3485 - - - - _ (26)-10d(Carried Member-Max Nailing) (26)-16d(Carrying Member-Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 (18)-16d(Face) FL13285.35, (12)-10d(Joist) 06- 0921.05, RR 25843 13116-R HHUS46 2790 3160 3410 1550 - - - - _ (14)-16d(Face) (5)-16d(Joist) ^Ay. IJ S P STRUCTURAL C ONNFC:TORS' A MiTek'Company Hangers Allowable Load(Ibs) DF-L/SP LSL LVL PSL SPF I-JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 - - - - - (28)-16d(Face) FL1328535, (16)-10d(Joist) 06- 0921.05, RR 25843 13116-R HHUS48 4210 4770 5140 2000 - - - - _ (22)-16d(Face) (8)-16d(Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 (20)-16d(Face) FL821.75, (8)-10d(Joist) 06- 0921.05, RR 25779 13116-R HGUS26-2 4355 4875 5230 2155 - - - - _ (20)-16d(Face) (8)-16d(Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 (20)-16d(Face) FL821.75, (8)-10d(Joist) 06- 0921.05, RR 25779 HGUS26-3 4355 4875 5230 2155 - - - - _ (20)-16d(Face) (8)-16d(Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 (36)-16d(Face) FL821.77, (10)-16d(Joist) RR 25779 13116-R HGUS28-2 7460 7460 7460 3235 - - - - _ (36)-16d(Face) (12)-16d(Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 (36)-16d(Face) FL821.75, (10)-16d(Joist) 06- 0921.05, RR 25779 HGUS28-3 7460 7460 7460 3235 - - _ _ _ (36)-16d(Face) (12)-16d(Joist) ` ` r r us STRUCTURAL CON N ECTORT A MTek'Company Fastener Comparison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners (4)-lod(Header) (4)-1Od(Header) T1 JUS24 LUS24 (2)-lod(Joist) (2)-10d(Joist) (4)-lod(Header) (4)-10d(Header) T2 JUS26 LUS26 (4)-10d(Joist) (4)-10d(Joist) (22)-10d(Face-Face Max Nailing) (6)-16d(Carried Member-Face Mount) (6)-10d(Face-Top Max Nailing) (6)-16d(Carried Member-Top Flange) T3 MSH422 (6)-lod(Joist-Face Max Nailing) THA422 (22)-16d(Face-Face Mount) I (6)-lod(Joist-Top Max Nailing) (2)-16d(Face-Top Flange) (4)-10d(Top-Top Max Nailing) (4)-16d(Top-Top Flange) (18)-16d(Face) (11)-lOd x 1-112(Carried Member) (12)-10d x 1-1/2(Joist) (20)-10dx 1-112(Carried Member-Max Nailing) T4 THD26 HTU26 (20)-16d(Carrying Member) i (20)-16d(Carrying Member-Max Nailing) (18)-16d(Face) (14)-16d(Face) T5 THD26-2 HHUS26-2 (12)-10d(Joist) (6)-16d(Joist) (28)-16d(Face) (26)-10d x 1-112(Carried Member-Max Nailing) T6 THD28 HTU28 (16)-10d x 1-1/2(Joist) (26)-16dx 1-112(Carrying Member-Max Nailing) (28)-16d(Face) (22)-16d(Face) T7 THD28-2 HHUS28-2 (16)-10d(Joist) (8)-16d(Joist) • (18)-16d(Face) (14)-16d(Face) T8 THD46 HHUS46 (12)-1od(Joist) (6)-16d(Joist) (28)-16d(Face) (22)-16d(Face) - T9 THD48 HHUS48 (16)-10d(Joist) (8)-16d(Joist) (20)-16d(Face) (20)-16d(Face) - T10 THDH26-2 HGUS26-2 (8)-16d(Joist) (8)-16d(Joist) (20)-16d(Face) (20)-16d(Face) - T11 THDH26-3 HGUS26-3 (8)-16d(Joist) (8)-16d(Joist) j I (36)-16d(Face) (36)-16d(Face) T12 THDH28-2 HGUS28-2 (10)-16d(Joist) (12)-16d(Joist) (36)-16d(Face) (36)-16d(Face) T13 THDH28-3 HGUS28-3 (10)-16d(Joist) (12)-16d(Joist) i p usp STRUCTURAL . CONNECTORS' 'T A MiTek`Company WN tom. { r. (� i JUS24 JUS26 MSH422 � _� � 3 L - al r �1 - ♦. I �''yf F P TH D26 TH D26-2 TH D28 C 11 € J ' THD28-2 THD46 THDH26-2 6 O + rf w t THDH26-3 THDH28-2 THDH28-3 REPAIR REQUESTS When sending in repair requests,please use engineering sheets to describe the issue or damage,and email to design@altruss.com. Engineering sheets correctly marked with the issue/damage are required. NOTE:Photos of the issue/damage can be included with the engineering sheet,but pictures by themselves are in most cases not very helpful. 1. Do not attempt to repair truss until contacting truss manufacturer for recommended repair. 2. If there are any special circumstances(sheeted,ductwork or similar obstructions,etc.)please make sure you note it on the drawing or email request. 3. We cannot provide sealed drawings for"field built"trusses. 4. See example markup details below. BREAK:: Use a line to denote the MISSING I DAMAGED PLATE: I exact location of the break Circle Missing or Damaged Plate 1 [...................... `�A 1 2 3 4 5 6 T a 9 11 12 13 6, W2 4V2 %Vn2 W2 W2 W2 %1V2 y e ., fi 21 20 Ll s G A 16 17 16 15 TRUSS MODIFICATION: ALTERNATE/REVISED BEARING LOCATION: ? If truss is too long I short,provide detailed Draw in new location of bearing,and provide dimension of ifs location sketch and provide dimensions as needed. 112 MISSING PIECE: If there are 5 ISSING IDAMAGED PLATE: multiple breaks,resulting in missing " I Circle Missing or Damaged Plate - - a BREAD: use.a line to f� 7 SPLIT I CRACK: Denote exact location of denote exact location of break damage,and,provide length if greater than 12" Ri DEFLECTION I CROWN: Denote exact location of%vhere the start and 1" out of plane stag of the issue,as well as dimensions of where the issue occurs.