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HomeMy WebLinkAboutTruss4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.A1 Truss.cort. �o ,U M O n rP'9, TRUSS ENGINEERING BUILDER: NZiaL=C4o m w COUNTY: L LU y OT/BLK/MODEL: U-1 7 U t JOB#: MASTER#: RENAR MORNINGSIDE ST LUCIE LOT.11 / MODEL:CAYMAN 1560 / ELEV:B1 / GAR R rK14.1liril WRMSCM1560Bl L OPTIONS: STANDARD Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES AFLORIDACORPORATION RE: Job WRMSCM1560BIL JOB #73917 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RENAR DEVELOPMENT CO. Project Name: MORNINGSIDE Lot/Block: 11 Model: CAYMAN 1560 Address: 9541 SEASPRAY DRIVE FORT PIERCE 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 Loadind Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20120 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 Roof Load: 37.0 psf Floor Load: 0.0 psf This package includes 44 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 A0286690 A01 2/10/20 13 A0286702 A13 2/10/20 25 A0286714 CJ5 2/10/20 2 A0286691 A02 2/10/20 14 A0286703 A14G 2110/20 26 A0286715 CJ5A 2110120 3 A0286692 A03 2/10/20 15 A0286704 B01G 2/10/20 27 A0286716 UK 2110120 4 A0286693 A04 2/10/20 16 A0286705 B02 2/10/20 28 A0286717 CJ5L 2110120 5 A0286694 A05 2/10/20 17 A0286706 B03 2/10/20 29 A0286718 CJ6 2/10/20 6 A0286695 A06 2110/20 18 A0286707 B04G 2/10/20 30 A0286719 GE01 2/10/20 7 A0286696 A07 2110120 19 A0286708 B05 2110120 31 A0286720 HJ7 2110120 8 A0286697 A08 2/10120 20 A0286709 B06 2/10/20 32 A0286721 HRA 2/10/20 9 A0286698 A09 2110120 21 A0286710 CJt 2110120 33 A0286722 HJ7L 2110120 10 A0286699 A10 2110/20 22 A0286711 CJ3 2110120 34 A0286723 J7 2110/20 11 A0286700 All 2/10/20 23 A0286712 CJ313 2110/20 35 A0286724 F J7L 2110120 12 A6286701 I Al2 2110/20 124 IA0286713 I CJ3L 2/10/20 136 IA0286725 I JTT 11110120 1 he truss dramng(s) referenced have been prepared byMlTek Industries, Inc. undermydirectsupelvision based on the parameters provided byAA Roof Trusses, Ltd. Truss Design Engineer's Name: Manuel Martinez My license renewal date for the state of Florida is February 28,2021. NOTE:The seal on these drawings indicate acceptance of pmfessionalenghreering responslblT4y solelyforthe buss components shown. The suitabffdyand use of componentsforany padicularbuilding is the responsibility of the building designer, perANSVrPI.1 Sm2. TheTruss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also mfened to attmrs as'Sbucthral Engineering Documental provided bythe Building Designer indicating the nature and characterofthewodr. The design odteriathemin have been transferred to Manuel Martinez PE by[A7 Roof Trusses orspecific location]. These TDDs (also referred to attimes as'Structural Delegated' Engineering Documants) are specialtysbudural component designs and may be partof the pmjees defened orphased subnuttals. As aTmss Design Engineer(le., Specialty Engineer),the seal here and on theTDD represents an acceptance of professional engineering responsNayforthe design of the singleTruss depicted on the TDD only. The Building Designer's responsibleforand shall coordinate and review the TDDs for compatibUdywith the'vwrdfen engbreeling mqu'aemenm Please review alITDDs and allrelated notes. Aeviewl-C, N(Ic�rt aG ( �ltl( c.Q P.vr� Page 1 of I.0 C G ddAzid f1'adC ManL Marti scw,ssrea rerzecnww"4cacsra Manuel Martinez, P.E 4620 ParkVlew Dr. St. Cloud, FL 34771 ,A4*A-1 ROOF M-TRU6SE5 AFLORIDACORPORATION RE: Job WRMSCM1560BlL No. Seal # Truss Name Date 37 A0286726 TO6 2/10/20 38 A0286727 TO6A 2/10120 39 A0286728 T06SGE 2/10/20 40 A0286729 T07 2/10120 41 A0286730 VM08 2110/20 42 A0286731 VM10 2110120 43 A0286732 VM12 2/10/20 44 A0286733 VM14 2110120 45 STDL01 STD. DETAIL 2/10120 46 STDL02 STD. DETAIL 2/10/20 47 STDL03 STD. DETAIL 2110/20 48 STDL04 STD. DETAIL 2110120 49 STDL05 STD. DETAIL 2110/20 50 STDLO6 STD. DETAIL 2/10/20 51 STDL07 STD. DETAIL 2110/20 52 STDL08 STD. DETAIL 2110120 53 STDL09 STD. DETAIL 2/10/20 54 STDL10 STD. DETAIL 2110/20 55 STDL11 STD. DETAIL 2/10/20 56 STDL12 STD. DETAIL 2/10120 57 STDL13 STD. DETAIL 2110120 58 STDL14 STD. DETAIL 2/10/20 59 STDL15 STD. DETAIL 2/10/20 60 STDL16 STD. DETAIL 2/10/20 Lumber design values are in accordance with ANSIITPI 1-2014 section 6.3 These truss designs rely on lumber values established by others. Page 2 of 2 Job Truss Truss Type Qty Ply WRMSCM1560BIL A01 Roof Special 1 1 A0286690 Job Reference o tional A-1 Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.210 s May 18 2018 7x10 MT20HS1, 3x6 — 2x4 II 6.0012 5x6� 700 MT20HS= 2x4 II 7 a Industries, Inc. Mon Sep 16 15:46:19 2019 22 21 18 17 — 15 3.6 = 4x6 = 2x4 11 2x4 11 4x8 = 3x6 = 1.5x4 11 3x6 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.53 18 >854 360 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.01 19-20 >452 240 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.58 13 n/a We BCDL 7.0 Code FBC2017rfP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30 BOTCHORD 2x4 SP No.2 *Except' B2,B4:2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2, W6: 2x4 SP M 30 BRACING- TOPCHORD Structural wood sheathing directly applied or2A-14 oc purins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 10-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1490/0-7-10 (min. 0-1-12) 13 = 149010-7-10 (min. 0-1-12) Max Horz 2 = -138(LC 10) Max Uplift 2 = -377(LC 12) 13 = -430(LC 13) Max Grav 2 = 1490(LC 1) 13 = 1490(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-2664/1666, 3A=4163/2474, 4-5=4061/2489, 5-6=-4033/2514, 7-8=-254/176, 6-8=-5646/3203, 8-9=-5890/3353, 9-10=-5842/3342, 10- 11 =-I 99711402, 11-12=2105/1392, 12-13=-2688/1678, 6-7=-2701191 BOTCHORD 2-22=-1303/2308, 19-20=-1752/3602, 9-19=-296/266, 16-17=-1338/2336, 15-16=1338/2336, 13-15=-1338/2336 WEBS 3-22=1339/845, 20-22=152312709, WEBS 3-22=13391845. 20-22=-1523/2709. 6-19=1278/2608, 17-19=-1134/2387, 10-17=1262/578, 12-17=-619/549, 6-20=3351499, 3-20=559/1368, 10-19=-2209/4464 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=4.2psf; BCDL=4.2psF, h=15ft; Cat. II; Exp B; 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 8 MWFRS for reactions shown; Lumber DOL=1.W plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Al plates are MT20 plates unless otherwise indicated. 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 vide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at --lb) 2=377, 13=430. 8) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Dead Load Defl. =12In PLATES GRIP MT20 244/190 MT20HS 187/143 Weight:2241b F7=10% Q.�.�wr.:..a.:,wooiwusaeerss�n.o5swn,. TEr.ewm�samaec+re�nsnux,omr��:x,-a�.vnmm+.*+.•..,,..a,�.e.n. T..sc�.o�nvm.ee. aYe.3EmiwmnYeo 4.�I4hnwNJma4.w.a. Mam,e Maromt, P.E wYMmO�iDe,�h.Wum�4xm W'I4 uW Iw8s T➢Ob4Ml./u.]xnASgn Enghxrvq Oa SYdNER'^x4. NW [n ^rg T9D,wmrba� .dx.o es. wd�+.mr.e �r,swa�v+a....y,T,maowe,e.Toow...sTwv T4 aw.wzoas asu�mm.+.wr w.,.aw. u„ny.�ros�e� e.,�„n+v m.. 901]IB2 w,... rt. a«r..�m�a.s.eos. e..sa w..v�..e.,=,zaa.,. e:c e. me.n,ae�..m.em..�a Tw..ib..wowwe.mo.n«rswwwn.TM.::.ws.e+w.mw..e..v.. M.urm. �ao..wbe.,.•w�.�E+r d.sums-smc:.m.ea.e.r...wmo.ee.w+.m.av t6tO PaM'cvd s+.+. aa. e.mv s.msm .msaiww+�.enTw.ear.... �,..ver..w+i�.� ...+r•a.,.�uo�ee.a .wu.du.,�,,.o.p:�+r.sa....rUe.�.em.. u..c.,-....:..aw m�.:.s• N.o.m,em.....cm.,.a.ne.tl4�e.....m..is,.a�avErn.�ntro]m.e�.v'�^a o..w..miw.sxv.: env+�m:nwm.'�^ � alfiva' R317]1 'rmt%alYm��eCNreOFTR,.Gppy00ID16 h,ImlTra.-wNb�tl.ummiwiltl�.r {sTa Ta24tl.timl[..�e�,pees p ,wW lww Job Truss Truss Type Oty Ply WRMSCM1560BIL A02 Hip 1 1 A0286691 Job Referenceo tlonal ra-1 poor busses, ron rleroe, rL .waao, aesrgnLaruus awn 6.00 F12 2xd II nun: a.z1u s may 10 zulo rnm: a.z1u s may o zulo muex mausmes, mo. men 5x6 _ 2x4 II 6x8 = e 7 a 20 19 16 15 11 13 3xfi = 4x6 = 2.4 11 2x4 11 5.8 = 3x6 = 3x6 1.5x4 II LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.41 17-18 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.81 17-18 >562 240 BCLL 0.0 Rep Stress Ina YES WB 0.80 Horz(CT) 0.48 11 n/a n/a BCDL 7.0 Code FBC2017/rP12014 Matdx-MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except' B2,B4: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except W3,W7,W6:2x4 SP No.2 BRACING- TOPCHORD Structural woad sheathing directly applied. BOT CHORD Rigid ceiling directly applied or4-7-15 oc bracing. WEBS 1 Row at midpt 8-15, 10-15 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, m accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1490/0-7-10 (min.0-1-12) 11 = 149010-7-10 (min.0-1-12) Max Horz 2 = -139(LC 10) Max Uplift 2 = -378(LC 12) 11 = -378(LC 13) Max Grav 2 = 1490(LC 1) 11 = 1490(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 fib) or less except when shown. TOP CHORD 2.3=-2664/1664, 34=4164/2474, 45=4062/2489, 55=4171/2629, 6-7=-4081/2370, 7-8=4045/2360, 8-9=-1836/1336, 9-10=-1948/1312, 10-11=-2612/1629 BOTCHORD 2-20=130112307, 5-18=-224/270, 17-18=-145513218, 14-15=1266/2250, 13-14=-126612250, 11-13=1266/2250 WEBS 3-20=1336/841, 18-20=-1516/2704, 6-18=746/926, 6-17=56111302, 15-17=130912960, 8-15=2068/846, WEBS 3-20=1336/841, 18-20=-1516/2704, 6-18=746/926, 6-17=56111302, 15-17=130912960, 8-15=-20681846, 10-15=-718/630, 10-13=01300, 3-18=56411371, 8-17=-1604/3565 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vaud=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt--lb) 2=378, 11=378. LOAD CASE(S) Standard 10 10:40:Lu zule Dead Load Deft. = 7116 in PLATES GRIP MT20 2441190 Weight 221 1b FT =10% TFaO.mceem,ru¢crsrat�lwn'enx�uvxEEu;vExrm.mvM d.n cos• wwweo�mi�,nae,v�a.aa Irml.ae. e.,.�e:,wTm,.a«w,., Mamrc#W7182.P.E Q.w.awNv,.:�.a.•i-.wsTressfeCF++En].cagvu. sa.maE^e....,�....m.ama.,e..uumaa.:...wmo, v.TPo.aha m,ms�n+a..e e. a.v.Tmroe...uu.T.m.anwa Env�..ma nn sa®?rEw�i. a�wawnx.++a+nr...�.e+m.wrl.A.mwaa.�g,r.=.oaeeaaToow..e.,v,-..F.a..a.>+.x+�:»srom�mw..waa,.b.a.a«.r,.nv.v E,asr,Ao.�.wcaea.. aHez x>..�n. u.o v, nm�uw.>v. e,arnee.w•n.Ae..m+..vao.ax. e.roc.wevasoma..aln.:T,.svn+an.roo.m..rssa,n.wa.rv,..a�:vnPae:v.nnv.A.mm �A �wae.e.,.,w�.aTr dCW1,FL 34R YF6��1 L�,V^nN.Cmm_u,�.Yvnwl®sfw6®dWW+.dEe DtWNaT9+d NM1Yhdu,ynl96p1P�nm�rlAN59CA�rthraKiObP^n/Y��v� 0.n9+°Al9oN 41i„gtlw i,n..Ea'Gmr, Br�YE�9^�N1MYN ,sYm Onna dM1�lh.0 irJ4adoR^Aobibtlt=:. waM11,16}eM'O-�+'JmlelSi AaEW^p.Pgw(w:I:tiw6/,VnEy'ITWM�i; {l !mSffitiCMvs�nCe6. A10.1 CWrvJ10IDI6 h.PMTmn-bpoMm,dla�v:rl4®J1aNap,1�^aC.lunmawunpmmb,f/H PrJ T„mv, Slri%Jxr. rt 3/rr1 560B1L IA03 6.00 12 1-2-10 5x10 5x6 0g 20 19 15 14 '-12 3x6= 4x6= 2x411 3x411 3x8= 3x6 = 6x6 = 20-0 ]1-0 11-11-2 175 19-1 28.10.12 38b0 7d0 I 0.]-2 ( 5 14 1-Sb 8i-12 { 9-id 1.am Dead Load Deft. = 5116 in Plate Offsets (X,Y)— 14:0-3-0,Edeel, f7:0-3-0,0-1-81, f12:0-3-0,0-2-01, f16:0-2-8,0-3-01 M8:0-5-4,Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc)/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.33 15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.60 17-18 >765 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(CT) 0.40 10 n/a n/a BCDL 7.0 Code FBC2017frP12014 Matrix -MS Weight: 221 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E *Except' T3: 2x4 SP No.2 BOTCHORD 2x4 SP N0.2 *Except* B2: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except' W3: 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 4-2-6 oc bracing. Except 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 12-16 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1497/0-7-10 (min. 0-1-12) 10 = 1498/0-7-10 (min. 0-1-12) Max Horz 2 = -156(LC 10) Max Uplift 2 = -387(LC 12) 10 = -387(LC 13) Max Grav 2 = 1497(LC 1) 10 = 1498(LC 1) FORCES. (lb) Max. Comp.lMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2674/1670, 3-0=4231/2526, 4-5=-4123/2541, 5-6=3329/1912, 6-7=-3331/1979, 7-8=3683/2093, 8-9=-3815/2064, 9-10=-2617/1630 BOTCHORD 2-20=1306/2317, 5-18=206/367, 17-18=1998/3877, 16-17=1221/2990, 10-12=126612256, 7-16=64211337 WEBS 3-20=-1354/854, 18-20=-1524/2714, WEBS 3-20=1354/854, 18-20=-1524/2714, 5-17=8911794,6-17=-363/566, 6-16=-3411795, 9-16=-10311041, 9-12=10887759, 12-16=1453/2556, 3-18=613/1427 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. It; Exp B; 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 farces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=387, 10=387. LOAD CASE(S) Standard r•o..woryyv.�e.x+roosimasesrsEr+en.cEtiwiTuaa�acamnwa wsrar� iansnxummEo�v,-m.,.wqa.wn�.�.+.�e,..e„m. a,a,. i,mu.�,naen>m1.na. STm3 Er5e�,tMa,selwlNb.w. MYaacQww�RtltlmbTDD.nryAlw iAdIN81ky5EE]. P.E. mv�.bdtlw Y.9 buiJb MlW E, Ntl ima MaiSn.Epnwmpf a.5%naT).E,gbw3.M VYm gI[ID n(nv.S si .mvo' FNPY.ub.1N�Vsm�OgbhiR. NOa vSYTw6WCmtYTW Y.xbTH,.TMb�P.>M6n•i b4gw�:Rao:w1�'itY w'endMim>bM�rAtblar�evMYd[� Dbr182 Ocs.Oa Qn�Y.Maslli,Mvu�yMVl.I,Y.,MNtl�Y GGLVCS.b[tlGOTgm'�Nliy.lb Sta'tlNMip�JNMWmWAT,sw.tWdW#ep4+&,�N4Fa,Nb� l!ap'�klft hl N�.mnlab w.*.gea�rE.rtw.e Trr,cow:...row...en�sb..rmm.v�awan.�cha�n...m.a.T.sy�.+r@a'+...s,wTe. ma>v 4+vrp,Tvecn�c .:.��=n d+sv., !+ �1w ~wee....a.eo.nniro, SIMCbW. F17477C771 coer*wnamcw,umT,m.,-r,eeomo..wn..rsnxoxaa..m�a. e...... e.mmmam,aa,cwT,..,w Job Truss Truss Type Qty Ply �A0286693 WRMSCM1560BIL A04 ROOF SPECIAL 3 1 Joh Reference o tional A-1 Roof Trusses, Fort Pierre, FL 34946, design@Jalmiss.eom 2 9l 48 c 1.5x4 a Run: 8.210 a May 18 2018 Print: 8.210 s ft ID:ld OOXyyT61Bi T} 2 1941-0 25Q4 31 fi-04 6-04 5 6.00 1112 5x6 = 5 5x6 i 5x6 Q 4 6 18 2018 MTek Industries, Inc. Mon Sep 16 15:46:22 2019 12 fix8 = 14 13 11 0 Us MT20HS-- 3.8 MT20 3x4 3.00 12 3x4 1.5x4 II 1.5x4 II OV3M Dead Load Deft. = 91161n 1.5x4 4 7 1 19LO ro dl. „ LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.55 12-14 >826 360 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -1.0412-14 >437 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(CT) 0.65 8 n/a n/a BCDL 7.0 Code FBC20171TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP N0.2'Except' Tt: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Except' W6,W5: 2x4 SP Nd.2 WEDGE Left: 2x4 SP No.3, Right 2x4 SP No.3 BRACING- TOPCHORD Slmctural wood sheathing directly applied or 2-2-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 4-6-12 oc bracing. Except 4-7-0 oc bracing: 8-10 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1490/0-7-10 (min.0-1-11) 8 = 149010-7-10 (min. 0-1-11) Max Hom 2 = 166(LC 11) Max Uplift 2 = -399(LC 12) 8 = -399(LC 13) Max Grav 2 = 1490(LC 1) 8 = 1490(LC 1) FORCES. (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-4697/2907, 3-4=-4307/2635, 4-5=-3134/1852, 5£=3134/1852, 6-7=-4321/2660, 7-8=467612926 BOTCHORO 2-14=-2490/4232, 13-14=1906/3619, 12-13=190213644, 11-12=-190513647, 10-11=-1916/3622, 8-10=2507/4245 WEBS 5-12=-133812394,6-12=8641801, WEBS 5-12=133812394, 6-12=-864/801, 6-10=285/576, 7-10=-3521445, 4-12=8611796, 4-14=280/568, 3-14=3561464 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11;. Exp B; 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) All plates are MT20 plates unless otherwise indicated. 4) This t,un has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of tmss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=399, 8=399. LOAD CASE(S) Standard 5x8 1.5x4 II 5x8 I/ PLATES GRIP MT20 244/190 MT20HS 187/143 Weight:2001b FT=10% Q�m�mmgfwmMN-A, PO.-flPll iE6ru�iG0.NI1,lFFf6dflC�PIX501HTOYEAI�IAWR5p1fDGV£M'b®.Y/t�Yd✓Y�W®^>WeW roimY.mPb Trm b,m6u+9n�amM STmbER+�,mm.J�rtM mnlT,�temnY 0fam9mleD.oy Ab+n dbfMmmmbhT@PmrM 4.l�w Oesyn E^G�^n?N Oi£.+Yaf Eegbw4.Mdm�T.D,gm,an @D47182 K911WJ47182,P.E. .,.c>^mom.�•�e,.+`na.a..:win+�mawanyndw..p..T.an,.xae,a.moew.w,mtn.e.y�.,.nmw�.+naonaew:www.w.aawT,.n+e.n�swne. mow.+m+raw om� e. on.r.n�mewma..emsad=v+..�a.mraac`cs.wmc.eamvwms.,ems.n..w.>+awm.a�rtwe.�aannr.:esmm i�Mma.�A..:wvm..am.�e.we.e.� %�mv�wda+a,.m„�.w,msc¢wd�.m W.Tn.dsxpw.�.w.rcmnawmacWanm.' re tnm..e.mmmaau.•.e SlGwA e610w0r Mce Bm�vO.W�nabCvnmm. P➢MnMmanwlODntlumpaa elp6Yn.m On-a1N�.aroFO�&Yi9.4�v,nmTw ETMEq,,Tdn'ld�r'E N ne..aaTA+.w.ae.4�+rrN�.eT,��..ame�e.r�N.w.tr+.a�wme,.mctrao.4.�+-ain. syma.` FLR 317r1 eClnm6anmm6rs9FTMTCepy�109X6M RwYTwus-RpY6mtlea ewnriMMbAaLitW%.ww'I W,nmwi wnmmn,i A, PexTaaW. Job I Truss Truss Type Oty Ply WRMSCM1560BIL A05 SCISSORS 4 1 A0286694 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@albuss.com Run: 8.210 s May 18 2018 MiTek Industries, Inc. 6.00 F12 5z6 = 5 5x8 G 5x8 C 4 l 6 1.5z4 w 3 i.5x4 > 3 71 12 w 6x8 = 1 B 13 11 1 74 10 1 2 3x8 MT20HS% 3x8 MT20H6� 1 3x4 > 3 00 12 3x4 4x8 0 48 c 9-8-14 19-0-0 28-3-2 38-0-0 9-8-14 932 I 9-3-2 9-9-14 1615:46:23 2019 Dead Load Deft. = 9M6 In Plate Offsets (X,Y}- f2:0-1-14,Edge1.14:0-3-12,0-3-01. t6:0-3-12,0-3-01 I8:0-1-14 Edcel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(L-) 0.58 12-14 >789 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -1.08 12-14 >420 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.69 8 n/a n/a BCDL 7.0 Cade FBC2017/7PI2014 Matrix -MS Weight: 180 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* Tt: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-5-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 149010-7-10 (min.0-1-11) 8 = 149010-7-10 (min.0-1-11) Max Horz 2 = -166(LC 10) Max Uplift 2 = -399(LC 12) 8 = -399(LC 13) Max Grav 2 = 1490(LC 1) 8 = 1490(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=4730/2950, 3-0=429112612, 4-5=-3137/1854, 5-6=313711854, 6-7=4291/2626, 7-8=4730/2972 BOTCHORD 2-14=-253714265, 13-14=-1916/3626, 12-13=-1912/3651, 11-12=-191713651, 10-11=1921/3626, 8-10=-256014265 WEBS 5-12=-1350/2406, 6-12=-867/806, 6-10=-239/565, 7-10=386/506, 4-12=-867/807, 4-14=241/565, 3-14=-386/508 WEBS 5-12=-135012406, 6-12=-867/806, 6-10=-239/565, 7-1O=386/506, 4-12=-867/807, 4-14=-241/565, 3-14=-386/508 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Emurior(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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=399, 8=399. LOAD CASE(S) Standard QfMCw�}nnw N•H wo6 R465E6 K+�=al.GErEuu Rwe<aUzmlrbrvsumrcu-a I-1/bomNIFMaEempm.vnh�o+f+��.a,Namb n, minmOw+na+u n�l.aw ac.=.roa.v�•,.r.�.. e.:, v.a.. w.unmawwmu va.e Tco. exrnt»w.,vvcw vi m.r..r e....a,xn.ro4 uvvom nverou o�vvrn «yyne.ar.a.nr 6rob4.wr4mveymonmv+.bM Manuel M,17182 P.E. sw orn.o-d.�+.ro+�wa�.00.an,swasw+a �,r.,eem..wuavwmo«ov.wa..Tvi-f.rn.e..r•nuadxa e.s.;,.arvn:w.vw.a,®am. i,,,,,n.yawwaev.,nan,ubaw tlOCT102 o.,:.w owws wam.maq.✓ae. auxq P.e�e na..mcnam.�5 wree, vdmas.+u�..arm-f.ri..w,a'+ay.mo.,aerzwumam.rm,.o-<axnfu�»a.m.v..tin.+.m,wen:w.aeay.n.�mena+r tl 4Y&d6V hRw.ma Em�mn r,wanwTW eaevaav�...mwsuw,dv,e aw�9.ugvea,ua,4hNp„u¢z ReCn Wkum%TAua S9G�,.6rn.uib a..ay. r^•.. a+s , a.�trE�.w wlT,m� .w.ce�..v asmh4nw,a.r�v..ea�.«�w4a,w..wa..f.1n. M�are,a•��bfroid �"ncww�` infa.m.e.a.�wo.,ww,w d610P� er av�avw.no..mavranrwnrnmmmexrsaf rmwr.,.vas-wwmmimdenma.�.wmwrromev.ewa,.wowam.�x.,m�v.�aaf urrrvmw. %'a'v.4�>.i�uv¢wv.c-gyp.. x.vv+�w.0 SI CIauE. FL 34771 Job Truss Truss Type Oty Ply •A0286695 WRMSCM1560BIL A06 ROOF SPECIAL 1 1 Joh Reference o tlonal A-1 Roof Trusses, Fort Pierce, FL 34946, design@altiuss.com 3.4 6 Run: 8.210 s May 6.00 12 5=6 = 3X6 5X6 i 5X6 C 5 7 4 yrq 1 6 13 6X8 = r' 12 11 �m a 3x8MT20HS-- 3.00 12 3X4 c Inc. Mon Sep 1615.46:24 2019 Dead Load D.R. = 7/16 in 1.5X4 4 8 n' 5 v 9181q 16 15 3.6= 6X6= 2x411 4x8` 776I11-401 2I I 9-1-99 i 93-10.0.0 794 7 Plate Offsets (X,Y)— (7:0-3-0,0-3-01, t9:0-1-14,Edee1. 114:0-5-8,0-4-81 LOADING(psf) SPACING- 2-M CSL DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.71 Vert(LL) 0.49 11-13 >924 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.9611-13 >474 240 MT20HS 1871143 BCLL 0.0 Rep Stress [nor YES WB 0.89 Horz(CT) 0.57 9 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix-MSH Weight: 193 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 •Except• B1,B3: 2x4 SP No.2, 32: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W3:.2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 244 oc purlins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (l ize) 2 = 149010-7-10 (min. 0-1-12) 9 = 1490/0-7-10 (min. 0-1-11) Max Horz 2 = 166(LC 11) Max Uplift 2 = 400(LC 12) 9 = 400(LC 13) Max Grav 2 = 1490(LC 1) 9 = 1490(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2649/1686, 34=434012667, 4-5=-3153/1816, 5-6=305211841, 6-7=313611856, 7-8=4315/2672, 8-9=4678/2898 BOTCHORD 2-16=1316/2291, 4-14=233/447, 13-14=213513999, 12-13=1897/3634, 11-12=-190113609, 9-11=-247914215 WEBS 3-16=-1451/920, 4-13=-1175/1004. WEBS 3-16=1451/920, 4-13=-1175/1004, 6-13=1286/2346,7-13=-853(176, 7-11= 315/579, 8-11=-337/439, 14-16=1566/2749, 3-14=720/1562 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11; Exp B; 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 MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at --lb) 2=400, 9=400. LOAD CASE(S) Standard Qaa...rm�xr..,�e.�fao,si-resESPss�+Enl cErEau rE106a1E6'0(MSGf�rOL f�+E�Tauenxiom¢em em.v.+ismr..•'...n,.,a.os nmoey.useotroor.,aw 6ib�ffiEM'aw� nnntl4el Mu�w Wtne9wfa T.bl EieTW.m�,'Ma+anw[bpMtlW'b,ve]dE,�iO0bbv60.M 1rvo0 A�E�9���gfa.bY^W ERd•.d. Ye wlmmYi®rt bs s, ndIWBI0471PZ PEwm mwaa�x..m.ea�m+anlvwwra rpnmaaumrwmmoaw,aavmXraana+uawa+ar +*uo.wu®rwuraa. a..aa+saeme�.�„wba A04]182 4mn. P�Onia bm,M NN 9'affiVEiW� wedtlea iA.N[S YVIr+iSNa6M1Mf.lt�R�tiv�rCJ�Cv'r6W WMTuw.R.Mv3^Y ��m'�^J.�4.NUL4, wt[sa+94ibea awaauo- mw+.acwm ,mrm. .as.p.m.. w++Sao.wu�o�w�+saveamm,¢mtw mrw..a svcA..�..waae�++wa+a iw,um..e.mv�ae�.0 K20 Or :easaMi we+�sc®+r E�c�.ai,mu..a.o.�;w.a�.ree.sN :a�em.e�w�:�vh.io�..m.d.P�ss +iEw�'w xm,+.ewaro.�ae. r„m ara4E^�m...e..r�+fa. f+ St C1aAR 31]11 ti,2WSO WNM,u Cp1e]Y1TR CVPFJlO]Dlel.ymTm..-wmeeymaym auv�.tbmyl¢gipYLm.amas m.,r.�mm�aai aminuua Job I Truss Truss Type Ory Ply A0286696 WRMSCM1560B1L AO7 ROOF SPECIAL 1 1 �JobReferenw(oplional) A-1 Roof Trusses, Fort Pierce, FL 34946. design@attruss.cem Run: 8.210 s May 182018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 1615:46:25 2019 Pagel I D:Id_OOXyyT61Bi_TXo11wHHzefvK-tSVwpMwrSk3vH WGo3fL66FOCnPTCeveUCPimoyd0xi 19-97 1d-0 7dd 11-10-12 18-2.9 18 250-1 30-512 38-0-0 3sd-0 7d4 I 4J-8 0-3-13 C-9-`7 s2-10 I Su-11 s7 6.00 12 xa — Dead toad De6. = 71161n jfW4 5x5x6 7 3x4! a 1.5x4i 3 8 3 W2 5x6 = e 12 11 3.00 12 US MT20H5,' 3x4 16 15 3.6 = 6.6 = 2114 11 4xB a 7-fi-0 11-10-12 19-0-0 28-1-9 38-0-0 7-6-4 I 4-0-8 1 7-1-0 1 9-1-9 9-ia7 Plate Offsets (X,Y)— I7:0-3-0,0-3-01. [9:0-1-14,Edge], 113:0-2-8,0-3-81, 114:0-5-8,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.49 11-13 >924 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.9611-13 >474 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Ina YES WB 0.89 Horz(CT) 0.57 9 n/a We BCDL 7.0 Code FBC2017JTP12014 Maldx-MSH Weight' 193Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except' B1,S3: 2x4 SP No.2, B2: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 211-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1490/0-7-10 (min.0-1-12) 9 = 149010-7-10 (min.0-1-11) Max Hoe 2 = 166(LC 11) Max Uplift 2 = -400(LC 12) 9 = -400(LC 13) Max Grew 2 = 1490(LC 1) 9 = 1490(LC 1) FORCES. fib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-2649/1686, 3-4=-4340/2667, 4-5=-3153/1816, 5-6=-305211841, 6-7=-3136/1856, 7-8=4315/2672, 8-9=-4678/2898 BOTCHORD 2-16=-1316/2291. 4-14=-233/447, 13-14=-2135/3999, 12-13=1897/3634, 11-12=-190113609, 9-11=-2479/4215 WEBS 3-16=1451/920, 4-13=-1175/1004, WEBS 3-16=14511920. 4-13=1175/1004, 7-13=853U76, 7-11=315/579, 8-11=-3371439, 14-16=-1566/2749, 3-14=720/1562, 6-13=-1286/2346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psh, h=15ft; Cat. II; Exp 8; 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-041 vide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=400, 9=400. LOAD CASE(S) Standard QCYsvunynl,a�N�,NfgFtly58fB rSel6i'1, 4EJER.LL TEAI6NGCt0R6%tSC1feTO,f 1�]XCib'XIF3I9F.1(1-b,aVn1/yYJ �>'^�bnaNMVWa�PaNw CaTm�g0001WM1 G nHEnCnnrnM1iw Nnllaeanw MYn R�,nr eslmbTW. T/rbwmie[OCQa W]b uW fafblOO bn'd Y�Trvv p^R E^Gsmn"O O.w?NtlTb ETMwTiMWmarylW nFl�".T a, :.1d11UB1i.131dL.i',P.E i. �'sutlYnP�e��G�-9 �bbNMPd by'bTw Oeu-10 MTW aA'.'�br1R-4M6�P'�.E�Im�Len.uLMlVn],gdN „rvnNn/&ai9banRwtt�'a!M1 ®wr162 Onnr.M(Mu+YMuimOMY 6a NbW+.nFva-iYtld GFMR�^. tatbNii mLMTMf.T1�N�ui'N[aTW nd fitl WMTw�.M3vF^Y���N..a�mSA +Va4n ntl M�w9 WSbo�mMadAY owwew�vnatvnm_uw�neoenw Tww,ticrae paew ay. e,+ra maeNarpsis,N,W1xAc'+eM sxa,..nr.wewa...�ywo. m,a.s...en..m�oena d6t0 PahV wet :�oJF? OeWn.r, EGAVO,£igW�Ytl Trees ,. uJw N.�AJVS, tN�Cu0�ly�i ga��.�YN r9tlPn�InMM..Rn 6P.9=veWv+nbNOiCv &vVN,0.Nn aSrvw %kWTEN-bY OIM�W IJ SICIWY{f1Urr1 vN.I.�.I'WmwnmReilelRlCq�y90EX6MPu/ie® 4¢�Jv�mJeama,�i{ sr/b,ga WfAf aUlNmnpmmiay. L, Psl Rana Job Truss Truss Type City ply WRMSCM1560BIL A08 ROOF SPECIAL 1 1 AO286697 Job Reference o llonal A-1 Roof Trusses, Fort Pierce, FL 34946, design@aibuss.com Run: 8.210 s May 18 2018 Print 8.210 s May 182018 MiTek 5x10 MT20HS= 6.00 F12 3x6 i 5x6 4 5 4 3x4 G 3 W2 1 2 Ri 618: 16 15 3.6 = 6x6 = 2x4 It W4 13 6x8 = 5x6 11 7 12 11 3x8 MT20HS-- 3.00 12 3x4 c 1.5x4 4 8 Inc. Mon Sep 1615:4626 2019 1g 3.8 75-0 I 28-9 I 39-011-18012 1 3 9-11-9 I Dead Load Dell. = 3/8 in Plate Offsets (X Y)— (7:0-3-0 0-3-01 (9:0-0-10,Edge] r14:0-5-8,04-81 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.46 11-13 >994 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.8811-13 >516 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina YES WS 0.88 Harz(CT) 0.51 9 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 191 Ib FT =10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP 2400F 2.OE'Excepl' B1: 2x4 SP No.2, B2: 2x4 SP No.3 WEBS 2x4 SP No.3'Except' W3: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc pudins. BOTCHORD Rigid ceiling directly applied or4-9-14 oc bracing. WEBS 1 Row at midpt 4-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1490/0-7-10 (min.0-1-12) 9 = 1490/0-7-10 (min. 0-1-8) Max Horz 2 = -165(LC 10) Max Uplift 2 = -000(LC 12) 9 = -000(LC 13) Max Grav 2 = 1490(LC 1) 9 = 1490(LC 1) FORCES. (Ib) Max. CcmpJMax. Ten. - All forces 250 (lb) or lass except when shown. TOPCHORD 2-3=-2650/1686, 3-4=-4338/2666, 45=-3190/1839, 5-6=3086/1861, 6-7=-3169/1875, 7-8=-4314/2671, 8-9=-4679/2899 BOTCHORD 2-16=-131712292, 4-14=-235/447, 13-14=2130/3992, 12-13=189613634, 11-12=1899/3609, 9-11=2480/4214 WEBS 3-16=1451/921, 4-13=-1132/971, 7-13=81 V745, 7-11=315/578, 8-11=340/441, 14-16=-1567/2749, WEBS 3-16=1451/921, 4-13=-1132/971, 7-13=817//45, 7-11=315/578, 8-11= 340/441, 14-16=-156712749, 3-14=71811558, 6-13=1270/2322 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=4.2psf; BCDL=4.2psf; h=15ft; Cat II; Exp B; 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='I.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except [it --lb) 2=400, 9=400. LOAD CASE(S) Standard (a+er..mnwr�cxfrbn.v.�+rmaxn w.•!.. w,..awra�«. n.,va..o+o�o nom.aa. aMVmLr.�l@.PE Q'r..x+�wr�.:..u.-a,rmoEnwssEscs��+s+lcE,snu.+Erars.emrmm«saw+war 6pcnxEpmx�beiu J.,elke0nw Vekaar.+..a'MmGn1W.M(.�+'nwun[bah. tiv9buW hNl®bLe �e1Q M.lma,Eyln�vq(u Spa�l}Eryn�ex Cn�tlmv'ri®n4�.�.' u, vgwaOapWeu' wspMgnwa4HbNEvnawwrtraaaeMmme.NDwH.oaetHl.irn>,waw'w bLgrw�imnxw�4urNuaaMSvndr�.v�aben�adb oew 4D111B2 0.nw.coow..m�o�maw.+genenavuw.cwa.mmeae.: s.a.®c.mmname..am..in...�.+.ay.mo.a.irwa..xe..im...wrvgn.+mro.n>v.b.�,+m, �s.vaaanv. n+w++�w a620 varNlwr Oe -aea P�.a.ao..w.ec:..®..rum..rmns.mowww.aa.eaw+�aw>+beovm�+sa.n�res=ownr+i.am,•w.essu...w.�mm.a^nswaA:. ss..e. n.w+eda,.a era.pr,.m,nw.inr,s�xrE^Y�.ei,®rwd.f;w.a�.�a.�s.ah.mue,o�..�v�a+.s,vExawa.ew.am.srm�xr Ervw�sxor e. ewsw.aio'^vi.ms.N: x^n+!w.�ra+�+a: sa SICIa,d�R 31rr1 np`Y. Nv wiutrLc nTPFf C�JiCIDRM Ps1Umn-Fe�uia9YmwvlCvybpY� alMOawMgmgYmdY,Pwrin�awa- Job Truss Type Oty Ply WRMSCM1560BlL �TZOs9s IJob ROOF SPECIAL 1 1 A0286698 Reference o tional A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Pdnt: 8.210 s May 18 2018 MTek Industries, Inc. Mon Sep 1615:46:28 2019 Page 1 ID:ld OOXyyT61Bi_TXoljwHHzefvK-Hl B2ROuSSM7emkErTBD2kktuK TEPzl4AAeMN7ydOxf 1-0-0 )-6-0 T1 11-10-12 14d-1 1681 19-0-0 21-3-15 23-7-15 5t 30-5-12 38-0-0 39-4{I 4-4A 125-5 1 2-0-0 1 2-3-15 123-15 1 2-4-0 , 3 6611 I 7.6-4 6.00 12 Sxfi = 1.5x4 11 Dead Load Deft. = 7/181n 85x6 11 6 7 2x4 II 3x6 i 1.5x4 II 49 3x8 MT20HS� 45 V t 5 3z4O 4 10 3x4J 3 11 17 w2 5x8 = w9 0 n a 615 5 IL C 2 9I1 3 E£x8= 3x8 MT20HSa 14 99 1-1� 6 3.00 12 3x8 1.5x4 II 20 19 3x6 = 6.6 = 2z4 II 3x8 i8.1-12 L 11-1 M112 18-t0d 19A0 25-0-1 2&1-9 3G:. 3841-0 7�8.4 4J-a 6� 215 f1P5 I 11-8 2-43 )bi 0-1-12 Plate Offsets (X Y) - (6:0-3-00-2-01 T12:0-0-10 Edoel (18:0-2-4,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.45 15-17 >999 360 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.82 17-18 >555 240 MT20HS 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.92 Hom(CT) 0.51 12 n/a We BCDL 7.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 204 Ib FT = 10 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T5: 2x4 SP M 30 BOT CHORD 2x4 SP 2400F 2.OE'Except• 131: 2x4 SP No.2, B2: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except* W3: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1490/0-7-10 (min. 0-1-12) 12 = 1490/0-7-10 (min. 0-1-8) Max Hors 2 = -147(LC 10) Max Uplift 2 = -385(LC 12) 12 = -385(LC 13) Max Grav 2 = 1490(LC 1) 12 = 1490(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2654/1667, 3-4=-4164/2502, 4-5=-4068/2516, 5-6=4195/2687, 8-9=-4018/2571, 9-10=-3952/2402, 10-11=-4023/2384, 11-12=-4652/2817, 6-7=-3504/2089, 7-8=-3504/2089 BOTCHORD 2-20=-1300/2296, 5-18=-253/307, 17-18=-1364/3106, 16-17=-1344/3097, 15-16=-1351/3078, 14-15=-2410/4200, 12-14=-2404/4184 WEBS 3-20=1391/874, 6-17=-369/956, 8-17=-393/974, 8-15=7891936, WEBS 3-20=13911874, 6-17=-369/956, 8-17=-393/974, 8-15=789/936, 18-20=-153112723, 3-18=-591/1396, 6-18=-876/1043, 9-15=-3061346, 11-16=575/572 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; and vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 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. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of vnthstanding 100 lb uplift at joint(s) except at --lb) 2=385, 12=385. LOAD CASE(S) Standard iLs9naplb iwm-M,iLGfTfW%E6 R1�R-/. GFNEGLL 1E2iLLN WRAfIf 6W6TCY�-(i('9N'EP'IHMv6'TFDG,2Nl-ttx Y•#/C•q^rgmwWf,wl,atl,Mn Rmeap,rlrm�Ir[pINM N t. ST'LM Enpwwrn'an M•e10.1an ux,Vnlsncllr9naubG WTCD,e,N/.Iry,•wnmctrn OMy etNbuW.Men TO4bbv QM•T,m Dnryn Enpira/p (u. gpGab Ey d,MWtwnMT00 nyvctM, v, CMAopvYmYsgM,rtgnegw541tybOaJ•pndMvgYT.w6puNp Manuel nmD'+o MlMm4.sNrRFi.MOnq,taivn{tlme.kYrpuwtlw:•u1dNY,etl PqM Mge'LY�3vMmm,v� pM m,Mw,w xivaee)ry Memaa,� M.,,,,P,aMcc,MBc,xdaas,6 mAMlhY ii..�,nwaMTop.m..,ra.a a i o..:.a,�m,y,ms„w •uYm, nnmm,.w e..mm wv,.M,.n;.Maav N71U,PE. tl01)18Z aMaweu.,, o•e4en cw.,r.n u„munquem moweMw=awn we�•w.,nMewae�wi•m6wnnao�m.cw merne�'+�6httlaa cxP.nnr.e luweti++cue- TaaYa.m..M,nvw�wwn.w 'm:.aM <fi].d. a,wv,6s.mere^vu�.aT�u..away.wwm.,.aerm.eh.cvwa�a�wwa+cbaa�nn n+u.yie. s�+ai sYmrMe.sTMa�:�vemT.msr.?,�n[•a+.•,a w.n?+ew.N FL NOr SICIwE. FL 34rr1 ' nvW4sawmaf�ef46rcnnTFll CapypNC'AY6P1RpiTMm-ft¢tiuprmmc,rinCMiinnry Morrybry..ppOfppaq,n,],w,M�mMMmmiim W0.Y Rxliw,aa Job Truss Oty Ply WRMSCM1560BlL A10 �TrussType Hip 1 1 AO286699 Jab Reference (optional) A-1 Hoot Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 1615A6:29 2019 Page 1 14-8-1 ID:Id_OOXyyT618i_TXolj vHHzetvK-IDIRejv4vgFUOup11vkHHyO4G0qu8TgDPgNwvayd0xe 11-00.12 1 I M1 I 243--&111 3117-1 &5 d1 2-1439-0-0 -014fi1d0 73399 47-2 a54 24-0 Us 11 3x6 = 6.00 12 20 46 = 19 2x4 II 1.5x4 II 5x6 II 739 1 11-10-12 . 14-8-1 . 19-M 23315 .25-8-0. 31-7-1 38 Dead Load Den. = 7/16 In 3x8 7-3-9 14-7-2 12-9-5 4315 4-3-15 24-0 5-11-2 L6-4-15 Plate Offsets (X,Y)- r4:0-3-0,Edgel. 19:0-3-0.0-3-01 rl l:0-0-10,Edael, 118:05-4 Edgel LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.77 Vert(LL) 0.49 16 >940 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.88 16 >516 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.56 11 n/a We BCDL 7.0 Code FBC2017/rP12014 Matrix -MS Weight:2021b FT=10% LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2,T1: 2x4 SP No.2 BOTCHORD 2x4 SP 2400F 2.OE'Except' 81: 2x4 SP No.2, B2: 2x4 SP No.3 WEBS 2x4 SP No.3'Except' W3: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-14 oc puriins. BOTCHORD Rigid ceiling directly applied or4-10-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 149010-7-10 (min.0-1-12) 11 = 1490/0-7-10 (min.0-1-8) Max Hom 2 = -131(LC 10) Max Uplift 2 = -371(LC 12) 11 = -371(LC 13) Max Grav 2 = 1490(LC 1) 11 = 1490(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-2665/1655, 3-4=-4180/2468, 4-5=-4099/2483, 5-6=-371212217, 6-7=-4761/2730, 7-8=-0761/2730, 8-9=-3782r2189, 9-10=-4541/2886, 10-11=4651/2765 BOTCHORD 2-20=1294/2309, 5-18=-252/353, 17-18=-190713788, 16-17=1544/3375, 15-16=1547/3396, 14-1 5=1 55513382, 13-14=-2203/4032, 11-13=2365/4179 WEBS 3-20=13361842, 18-20=-1512/2693, 7-16=269/219, 3-18=56511382, WEBS 3-20=-1336/842,18-20=-1512/2693, 7-16=269/219, 3-18=-565/1382, 6-17=343/474, 8-14=261/455, 6-16=-858/1772, 8-16=846/1745, 9-14=-614/629, 9-13=253/304, 5-17=520/466 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=4.2psf; BCDL=4.2psf; h=15ft; Cat 11; Fxp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; and vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by2-0-0wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=371, 11=371. LOAD CASE(S) Standard v �.:e e.al Rou'IrwbeEnrs<uErry r,E+`nra TE>yssameminorrasciwrau�.lare:lanowmbcrrm.vw�on r+m�•.m�..a.mo.wrm o-.wu++�t�m.en. Qww.wamm yE.qea,r�efwmrY�ILaY�ta.Wuel�asaMm9�TOp.mOr..M�a¢p�brp�f pyb�olbml® G.YLL balm Oapn Engm,rty M. s�se ErgeaeAb Wmry. twm.w,Om MdMm VdR P.E. 9anB2 o.a.ao.�w..Barrea*=.a.s+semv�.=b.mmlasue.e.ec.cdeaxw a,.�dml.T,.a.o-+aaTx.ia.�rw xa.Taw..'.wsm=:•e.•m+e..,i-.,.+m..awvwss.�.m�w ve.e+mmean+,.�awn.e>. d6tR. u.m.asm.e.roe.:+m.w�e+s.de+�+.r nwwc+evm.m�.esabammeu; rebmvm urtn.msua...a,.,mwa�+wu+a.-. min.o-na...svoa�ss..a �GYa>lwirua.C�c-v,4'watrf�NTm Y�.dor4vYSO��YsOCI�Ns�4� We��`bV NaV��r✓�lll� 4�ur E+P�i NOiM1 ��alm bMmEyArola,r46{ N 34R ,f1Dw1Aj�FL :{1rr1 .uiQ�IDG awva W6mtlFlP4l:Cci„glPAI6M1RN Tu:m-TM�dMbamvytm/Iarya PY�OI �YnIM e3Yn NirmsalW Fl RoilTwwa, Job Truss Truss Type Cry Ply WRMSCM1560BIL All Hip 1 1 ��67]00 Job Reference (optional) - A-1 Hoot Trusses, Fort Pierce, FL 34946, designtgal buss.com 6.6 = 22 — 20 3x6 1.5x411 3x6= 3x8= = Run: 8.210s May 182018 Print 8.210 s May 182018 MTek 414 = 5x8 = 2x4 11 4x4 = 6x6 = 19 18 6x8= 2x411 Inc. Mon Sao 1615:46:30 2019 fi-7-4 1 12-8-0 17-0.9 19-2-0 21-5-3 25A-0 31-5-1 38-0-0 6-7-4 fi0-12 4-4-9 2-1-7 2-3-3 3-10.13 6-1-2 6b15 48 c Dead Load Deft. = 318 in Plate Offsets (X Y) - [4:0-3-0 0-2-71 [6:0-2-4 0-2-01 [9:0-3-0 0-2-71 [12:0-2-15 0-0-10] [17:0-2-4 0-0-121 119:0-1-8 0-2-01 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.41 18 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.76 18 >598 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) 0.45 12 n/a n/a BCDL 7.0 Code FBC2017/1-PI2014 Matrix -MS Weight: 246 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.OE'Excopt' T2: 2x6 SP 240OF 2.oE BOT CHORD 2x4 SP 240OF 2.0E `Except' B4,B5: 2x6 SP 240OF 2.0E WEBS 2x4 SP M 30 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-6-8 oc purilns. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1490/0-7-10 (min. 0-1-8) 12 = 1490/0-7-10 (min.0-1-8) Max Horz 2 = -114(LC 10) Max Uplift 2 = -354(LC 12) 12 = -354(LC 13) Max Grav 2 = 1490(LC 1) 12 = 1490(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-2704/1665, 3-4=-2179/1418, 4-5=-1888/1354, 5-6=-2071/1463, 6-7=-5615/3204, 7-8=5649/3220, 8-9=-3715/2225, 9-10=-4103/2393, 10-11=-0749/2981, 11-12=4790/2830 SOT CHORD 2-22=-1318/2354, 21-22=-1318/2354, 20-21=-1318/2354, 20-29=-102512077, 29-30=-1025/2077, 19-30=-1025/2077, 16-17=2319/4733, 15-16=-2146/4089, 14-15=-2151/4070,12-14=-2428/4338 WEBS 3-20=555/495, 4-20=415f734, WEBS 3-20=555/495, 4-20=-415!/34, 9-16=-955/1705,11-14=-236/311, 6-19=-379511935, 5-20=-5311268, 8-16=-17131913, 8-17=-788/1576, 17-19=-2124/4332, 6-17=2531/5150, 10-14=-007/418, 10-16=-3641388 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; and vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Bearing at joint(s)12 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jl=1b) 2=354, 12=354. LOAD CASE(S) , Standard Mvpl y,.�rM-0.f ApY'IA�IS5EY r5+vS.n, GEY.EML rEAM3 vG (bJGtbNS WYIQ,--- 1 PLgIOttIFMi�NPbn.\eMdm9^I'+m'.WW,ulnn Mirtv O.T9n�MM QR.s s nxE.S.,...,.r.mx..,mra.w,u�,.aev.:,.cmw,Mmo. o.ryµwawu.aw�.+.n+e.uwaMmo u...m, a.T.w one, eyr...ny P..s ey.E� Mram1-1.,smo,. ,e m, EE wx++u c0..wm^.ei�.+9m.r.wwwmMKMna. L.+'n^aa,..+Msr.u.. ae yfww,wmo er.wvw Twl.rn.Mgwru+plma MYnawmsw.: wnurwwaa:. rrv.. b, wrobi+awM,..conrtavdM ManualM162 P.E. Ass. P�Qn.I. vNwuE4W atV 8x1Mr9 e.•9.CF9vmr4rtNtrRC:MIBC.rvIYLLbMe[E. wf RiY.r4.4Pw'tlNMmDNMWUNMTm..�cM9Ti r.M^G.Aw.P. �,tlGb..NMf4MYaMm'}^Wlk/ #7 .nMewaaomws=...ayw...m.rA,m..rwn Mrwwaa.a�M...,aam*•.esgMew+w�wiwa c+vwoam,ra(Bsgw�sE.�whmwmsra, w. n,,...v a.w«wc•d.+a. mta.ne, M,mcmra.u.,.w .a.rs.IXM m.O.y..er,EpwYrEroMwd TrvwAWw,unr:amMwMs,rm.pM�Wpy�CW�c��wY yan in. yy,.yrtlpwsHmyp,MBt�serly@�➢`.•wsi.WSM euYry O.eeyiwwTm6y.4n E.pyiw.raYa:/hWti 0➢ �. 46alPvwiever slcioad,rLxm TVC`u4x11imtiwmppLcgnTPFY CY�vy.,Q1016M1 Ra91Mw-PeN dN6amm.LbvybrM1PCM.Mnww�nMmN�,iaonebnNY,AWTrmo� Job Truss Truss Type pry Ply .* WRMSCM1560BIL Al2 Hip 1 1 A0286701 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946. design@altruss.com 5x8 = Run: 8.210 s May 4x4 = 5xl2 = 5x6 = 5x6 = 5x8 1/ Industries, Inc. Mon Sep 1615A6:31 2019 Dead Load Defl. = 7/16 in 211 F zl tl Id I'3x6 = 3x4 = 3x6 = 5x8 = 3.4 II 4x8 3x4 = 11-0-0 14'3 18-2-9 21-5-3 24-0-13 27-0-0 32-3-1 38-0-0 1140-0 3-8-2 I 3-64i I 3-2-to 1 2-7-11 2-11-3 5-3-2 I 5-8-15 Plate Offsets (X,Y)— I4:0-2-0,0-3-01.(6:0-3-8,0-2-121.[11:0-2-11.0-0-101 114:0-2-8 0-4-12] 116:0-3-15 Edoel 118:0-1-12 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.53 16 >853 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.98 16 >466 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(CT) 0.51 11 n/a n/a BCDL 7.0 Code FBC2017/fP12014 Matrix -MS Weight: 2491b FT= 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x6 SP 240OF 2.0E T3: 2x4 SP 240OF 2.0E BOTCHORD 2x6 SP 240OF 2.0E *Except* Bl,B2:2x4 SP 240OF 2.0E WEBS 2x4 SP 240OF 2.0E BRACING- TOPCHORD Structural wood sheathing directly applied or 3-2-6 no purlins. BOTCHORD Rigid celling directly applied or 5-10-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1489/0-7-10 (min.0-1-8) 11 = 1489/0-7-10 (min.0-1-8) Max Horz 2 = -101(LC 10) Max Uplift 2 = -340(LC 12) 11 = -340(LC 13) Max Grav 2 = 1489(LC 1) 11 = 1489(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2679/1701, 34=231711457, 4-5=-2313/1576, 5-6=-2441/1644, 6-7=-819414589, 7-8=8739/4865, 8-9=-5950/3417, 9-10=4394/2519, 10-11=-4821/2858 BOTCHORD 2-21=1364/2361, 20-21=978/2009, 19-20=-978/2009, 18-19=-1181/2310, 7-16=-112/324, 15-16=-3099/6097, 14-15=199413989, 13-14=2490/4410, 11-13=-2470/4374 WEBS 3-21=408/447, 4-21=-127/439, WEBS 3-21=-408/447,4-21=-127/439, 6-16=-3226/6301, 6-18=-3066/1648, 16-18=-1859/3630, 8-15=-1856/1014, 9-15=1346/2562, 9-14=-154/304, 10-14=4331470, 8-16=-1630/3138, 5-19=519/301, 5-18=-132/308, 4-19=368/637 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 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-M wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=340, 11=340. LOAD CASE(S) Standard Qvw.mm�w»+r,.:..w-af Pos mus:te ttiaiahcexuirsuswaamnnacwmoe�PrewvaeTeeanfavrtrnr,�xrw�.vabadir. w.,•!..wwmi,. ma iweo..i+o�•+Mvaov..a,m .ro rrv:,..�w�..mm�.a.,s uokmw.r n.vmao,.m.Too.m+re4:.a.,.rm,usa.wa„»sna.imwamu'r..T�mu.v:r+wm.an.. s:.mmrem.+.f. r.,wa,mrmom..m++m Mam�A 0474P.E �mtt.rttw.wu.,mr...v*«�v,mw..een,..u.awy.aw...c�+T,.maac..amwTnowr.we.Tvi.r.m.a+�m,u-ac�nw.a�vww..wwwr.,nmao+T., mewmarvba.cm.uvae.- p1162B2 o.m,.ao.,m..mma.am.x ,,. e..n,mav+ne.vmm.eaas¢c.»mc,wines=sine,.amn:n...s.+�amTco.nmewuwaeni.ne.ecrsw ��md'=m..+ma. �vua.a,m=awvacw�..,v.,a:xr 4620P�. er o,..Fwomas.n cm...,v u.,m.ween..,vo.ee..e..o.mwe.n..aa aw..a*w�+v.+..m„�m,fesmwesmmmm.acecn.+..s.m.eaa..+ .w.a T,+vmm..e..mxss...w :am.aaw ,m. �v"A, s;,.me eroe,mmaire.u..e.n�...rw.�m.M..a.�..eM.cm,f..c,ro��'wm4w.,vtr.uo.�..':nui,.aTh+eew�•vrerv��oP4*f+.%+f'^v.r.T�sv.�.E^v+t+a�rv�+4^v� pi St Claud, FL 34r11 Yo-a4>d,mvs�mCeE,moTH1:IXq�ryJtl ID16PiPMTMm-RprcNdvICLOOivmn4 Mmyb,r� pC>MYt„&mNN wbniam>,ing6f Pmriwwa Job Truss Truss Type Oty Ply Vj/RMSCM1560B1L A13 Hip 1 1 A0286702 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@albuss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 1615:46:32 2019 Page 1 ID:ld_OOXyyT61Bi TXoljwHHzefvK-AoRZHI1 Cbd3FMYci1H_ualhgbyJL2g5ora"Oxb 900 7 17 142-0 17S 424-9-2.14F111V— 4ANs ]3Mo 4-07 33 3-34 -0 2 -84-L10 Q9-0- id 0-7-9 3x8 = 6x6 � 1.5x4 II 3x6 = 1.5x4 11 6.0012 3x44 5 6 4 3x4 i q 2 d 1 7 2826 25 32 31 29 4x8 = 3x6 = 4x4 = 1.5x4 11 5x8 =4x4 = 2x4 II 3x4 II 2x4 11 23 20 2x4 II 3x6 11 2x4 II 7x8 = 17 - 3x6 = 3x4 = 15 1.5x4 II 940 a 7 19b021413 4415 ]-0-7 &2- 13-0-7 17-M 19-04 4+8 M 1,4 2W 33-0-0 3MV 4-0.1s 1�16 4-0-7 41.0 1-11 BOAT 34412 4- 5&e 0.1.8 0-141 1312 0.7.9 3x6 = Plate Offsets (X,Y)— I5:0-1-12,0-1-121,it1:0-1-12,0-1-121,f21:0-2-4,0-4-41, 130:0-5-12,0-2-81 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(L-) 0.06 15-38 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.07 28 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.02 13 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MS Weight: 248lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* B2: 2x6 SP No.2, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 5-3-14 oc pudins. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordancewith Stabilizer lnstallatlon uide. REACTIONS. (lb/size) 2 = 734/0-7-10 (min.0-1-8) 19 = 1771/0-7-10 (min. 0-2-1) 13 = 48210-7-10 (min. 0-1-8) Max Horz 2 = -85(LC 10) Max Uplift 2 = -202(LC 12) 19 = -710(LC 9) 13 = -307(LC 8) Max Grav 2 = 750(LC 23) 19 = 1771(LC 1) 13 = 512(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-11801643, 3-4=-1059/566, 4-5=-889/511, 5-6=-610/338, 6-7=-610/338, 7-8=-526/809, 8-9=-526/809, 9-10=-518/800, 10-11=0/251, 11-12=-261/541, 12-13=-625/957 BOTCHORD 2-32=-425/1015, 27-30=-176/714, 26-27=-265/913, 25-26=-147/790, 24-25=40/378. 22-24=-40/378, 21-22=0/283, 18-19=-423/370, 16-17=732/512, 15-16=-732/512, BOTCHORD 2-32=-425/1015, 27-30=-1761714, 26-27=-265/913, 25-26=-147/790,. 24-25=40/378, 22-24=-40/378, 21-22=0/283, 18-19=-423/370, 16-17=732/512,15-16=-732/512, 13-15=732/512 WEBS 19-21 =1 70911450, 11-17=-483/278, 5-26=210/369, 30-32=-330/800, 12-17=-394/630, 6-25=-272/233, 5-25=-261/202, 7-25=484/733, 7-21=-1130/680, 10-18=-5351392, 18-21=-232/267, 10-21=-858/1012, 11-18=-512/546 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall,by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt--Ib) 2=202, 19=710, 13=307. LOAD CASE(S) Standard QA.wP+wyMl..+..e.x+nozmussEsc�+�=>11.cflaau iExvs.ecmlm,m,6weraEaf=+luv�awtEoaErtxrmA.v.Nau�no.R+.'+..�ew,a.. n, w. ],„n ouP m.man0%>re-a. r a yE,�wr,w.o.b.lbb.w.Vnpfaopw,u abW mPeTCU.ury.11nenu3�vi6..itl4wfb0.TW b4w40 As.lma Defp,EpYwnnpWS Ml E,gv.�d.M WmoryT®.ap.a,ben Mamrel P.E. ®w bwwon�,+.�mwaren=vuveMlawawy�,am«.ewT.wa.xxme.]w;a.me.*ro1.*,�.awnew�=v��db��eamemm.:wmra�awaama r�unwnrm�,lay.,.ye�wroma. - TIV pN041792 w... a. Q�ml avm✓ a ��vn a»wn.4,Am,4F0. mrlac. bn h,44'G ma..a lvN.T,.avA�+a ice w.,r WwxmTuw:YCN9npnvAunca�?w.. r.v,e9unm,«auvc'wwabv»mpNWNv murom•rtw. eee.aw cotr.aww.m..�aawbw.•nv.ew*ry �warv�aa:roea�laspltiuc.n.aNrM.a ssu.. M..ioar.,..w^�+d+a.�s: erv,.a.m.. a. �,m.�mn.w dG10 P. 'ea..an. v.icw. E. tiEro��..eTrv. s+..nwv.ww a�..r� b.aw.e.x.�ewaw..aehao.ar:�aral�. arm-+1rEv�•�rrole.a.v^a.r*..wm]�wsr�Em�,�mxs+>;au i �YatCwwna3rvanmimp/M1MomiE swaerrn.m-.woe.mm�maow:.��ln�an,i. m�ama.wmmow,.,a.w,=.ms,g:ri,wroa FIL NUr r1 Slebud.R T Job Truss Truss Type Oty Ply WRMSCM1560BlL A14G Hip Girder 1 1 A0286703 Job Reference o llonal A-1 Roof Trusses, Fort Pierce, FL 34946. design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15A6:34 2019 1.5x4 II Dead Load Deft. =1181n 6z69 1.5xl bx1 = 3 6 4x10 5x8 = 6.00 12 5 7 9 3z4 i w 11I lot 1d >Z.5X4113 i1 2ee 4 2 2 q7 n 131911 45 23 46 47 48 22 421 6 29 28 26 25 2x4 11 18 19 52 53 16 1554 55 14 3z6 = 4x4 = 3x6 II 4x10 3z4 11 3x6 II Szo = 3x8 = 3xe = SxB= 2.4 II 8x12= 2x4 It 3x4 II 8d 6 19-5-15 213 d-09 44 ]-09 a-2-14 11-11-15 16-1a1 1 7 pOd-p JJ 26312 W 31-00 38-09 9 3bo-22-114� 113-10-7, 1.10-8 1 111-10 236 0. di 1313 4-]dt 4]-14 ]dW 0-1-8 0-10-8 Plate Offsets (X Y)- f4:0-1-12,0-1-121(10:0-3-0 0-2-0t (16:0-0-0 0-1-12t 116:0-2-0 o-3-0t N9:044,04-41127:0-5-12 0-2-121, r29:0-2-0 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Lod PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.13 23-24 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.2223-24 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.72 Horz(CT) 0.07 12 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MS Weight: 229 Ib FT=10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x6 SP No.2, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W8: 2x6 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-0-7 oc pudins. BOTCHORD Rigid ceiling directly applied or 5-2-13 oc bracing. WEBS 1 Row at midpt 6-19, 9-19 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 130410-7-10 (min. 0-1-9) 17 = 3893/0-7-10 (min.0-4-9) 12 = 745/0-7-10 (min. 0-1-8) Max Horz 2 = -69(LC 6) Max Uplift 2 = -452(LC 8) 17 = -2047(LC 5) 12 = -582(LC 4) Max Grav 2 = 1310(LC 19) 17 = 3893(LC 1) 12 = 756(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2379/815, 3-4=2603/924, 4-36=2318/846, 36-37=-2318/846, 5-37=-2318/846, 5-38=-2318/846, 38-39=-2318/846, 6-39=-2318/846, 6-40=-925/2049, 40-41=-925/2049, 7-01=925/2049, 7-8=932/2058, 8-42=-932/2058, 9-42=-932/2058, 9-43=832/917, 43-44=-832/917, 10-44=-832/917, 10-11=-972/996, Continued on page 2 TOPCHORD 23=-2379/815, 34=-2603/924, 4-36=-2318/846, 36-37=-2318/846, 537=2318/846, 5-38=-2318/846, 38-39=-2318/846, 6-39=-2318/846, 6-40=925/2049, 40-01=-925/2049, 741=925/2049, 7-8=-93212058, 8-42=932/2058, 9-42=-932/2058, 943=-832/917, 43-44=-832/917, 1044=-832/917, 10-11=-972/996, 11-12=-1182/1050 BOT CHORD 2-29=716/2082, 28-29=-120/292, 24-27=-706/2154, 24-45=-791/2353, 45-46=-791/2353, 2346=-791/2353, 23-47=-1 W1,91, 47-48=-100/691, 22-48=100/691, 22-09=-100/691, 2049=-100/691, 20-50=-156/901, 19-5156/901, 17-52=-1109/496, 52-53=-1109/496, 16-53=-11091496, 15-16=11091496, 15-54=-371/40, 54-55=-371/40, 14-55=-371/40, 12-14=-894/1022 WEBS 17-19=-3653/1872, 7-19=-497/314, 27-28=33/415, 4-27=-135/692, 5-23=-594/362, 6-22=01295, 6-23=-786/1893, 6-19=-3163/1277, 9-15=220/319, 15-19=-853/1137, 9-19=2382/1577, 3-29=-374/165, 27.29=-610/1832, 3-27=-263/355, 9-14=-567/1025 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joints) except Qt=lb) 2=452, 17=2047, 12=582. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down and 249 lb up at 7-0-0, 1061b down and 116 lb up at 9-0-12, 106 Ib down and 116 lb up at 11-0-12 , 1061b down and 1161b up at 13-0-12, 1061b down and 116 lb up at 15-0-12, 106 lb down and 116 lb up at 17-0-12, 106 lb down and 116 lb up at 19-0-12, 118 lb down and 129lb up at 21-0-12, 44 lb down and 71 lb up at 22-11-4. 44 lb down and 71 It, up at 24-11-4, 44 lb down and 71 Ib up at 26-11-4, and 44 lb down and 71 lb up at 28-11-4, and 152lb do" and 194 lb up at 31-0-0 on lop chord, and 311 to down and 69 lb up at 7-1-12, 84 lb down and 21 Ib up at 9-0-12, 84 lb down and 21 lb up at 11-0-12, 84 lb down and 21 lb up at 13-0-12, 84 lb down and 21 lb up at 15-0-12, 84 lb down and 21 lb up at 17-0-12, 84 lb down and 21 lb up at 19-0-12, 77lb down at 21-0-12, 145 lb down and 139 lb up at 22-11-4, 145 lb down and 139 lb up at 24-11-4, 145 lb down and 139 III up at 26-11-4, and 145lb down and 139 lb up at 28-11-4, and 399 lb down and 393 lb up at 30-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 _ Uniform Loads (plo Vert: 1-4=-60, 4-10=-60, 10-13=-60, 26-30=-14, 25-26=-14, 20-24=-14, 18-21=14, 18-33=14 Concentrated Loads (lb) WBTOM�-nY'awEQl)LprtWR£P6NExT,wm.Y✓fldbW P^a�'�W,W nmum Vb Trvm Uayn Nn.a,9(�ae1aW M 1.1i1N81 MiNn8S,PF. QNuepawV�tYnJed�-L,C6P'(NISBE6('E=LLESP,.6EI�E,IP[RFMa�CIXIDifIWS $krb Epnwe.Jem M,telm w.IMl,sra0'�nb eACmp�TDP. m/i Aly,V mn,�tb4e4a 4tl buxlb MllW bail N�l+w Oiry Fny,r,i_q QRSmSy Egbwl.b wtlmgTPJ,Tm�bm tl=n+m,*eu..eP�e•+K+s«eVm^'w�+w+°*^rt'bwa..,mam...�a+T.,n,mwena, c.mo Y.mmTPM1l.rn.a.w•,.mmvaw-ccwum...,.eo-w.,aVa.aw i«,ee.nr�iemAme..aw•a•?Yam. k04]16'[ a.-,um.a,w�V,nRn'mupw+>m8+114'✓va�V^e•.hwwmeaam. GG ow R4".timdNL,G mssa lPN,'Ttx rym�+lauomU viwmwimK:,yy,um wna4ro.i,wnw.,�,am'lismriawWiVwwwmaa,WW 46to ParM'�ew er ?'rim9ifn erW�o�Fm>mv..wm,naf eanwi[IDMs`r�c¢aVetlm+4W,gcw Ediroe+�^x3m1E?�O Wr+>�Rintltl69CPw„srwbP'�tl9w Te,.,.eemnaawmo-Lasmtl 4!w,tlMi,uq Pr4�.EiAtlIE'R1^'^�0irmlAMac9.tl.w4wN�IFM1MMV. R^�9!M4�b�bVgiM mY.lTb_B}oxrFN/TrsfAi En&tl49.0.Nee�T.mAirdm. e^P�ntlaY�?N $ICiJI1Q. FL 34rr1 tnoih!,mvlNnoMtrc9ATRt(W/M1M9iM61.iPNTm:M-Fwro4c,MNm,�0o0aM,4Fvgtmll.KPNbbI,VL,oNT4wnM1nO�nh n M\P&Ii,mib- Job Truss Truss Type Oty Ply WRMSCM1560BlL A14G Hip Girder 1 1 A0286703 Job Reference o llonal A-1 noor I russes, Yon Fierce, FL 34 b, ceslgn(w_altwss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MITek Indusides, Inc. Mon Sep 16 15:46:34 2019 Page 2 ID:Id_OOXyyT61Bl_TXoliwH HzefvK-6BYKhRzDkCtnUf 7pSKS_77shPYgpkgzY65hanydW LOAD CASE(S) Standard Concentrated Loads (lb) Vert 4=192(13) 8=-31(B)10=-105(B) 28=-311(B) 14=-399(B) 22=-73(B) 6=-106(B) 36=-106(B) 37=106(B) 38=106(B) 39=106(B) 40=-106(B) 41=-118(B)42=-31(B)43=-31(B)44=-31(B)45=-73(B) 46=73(B) 47=73(B) 48=-73(8) 49=-73(B) 50=56(B) 52=-145(B) 53=145(B) 54=-145(B) 55=-145(B) F'�ntlh n;*. a x• aaarmussescaeuEml:aEaEnu TEr •s wcaem�oxswstw_-rxcanrcmwarow�ra�rxrru,.: v.+i e..o� w�s.Fn,w�aoo,m T;w s+m mm,s f+wl.me. Q 6puvy Egn•wmYin,[v Nwl FaMwVNuavrwwTyGgMTCO.vµ/yinm„zlnpAv pavbvav]Mp•TpUpbvY6 /uvlrvv Wi{.n Fpm�mp (u EivtiYy.E,y jMFVWmm/T�n.n•v„bn Manuel ett'y�u CMisaY•eenYv9Fvrt9n•x..WNRbNCvV?dvmv^LF Trva bN.W wMTOOaA'.•mYel%.I.tlwbWn w,Olmv, bull^]mndva,•:wu]vvfxgWMMirvnMVMBiNMpM,.•oa+•ttydvro. Onv:MOnnM1nYVlvvgW wM&ikYO�^n.nOvwsMY IX,vRC.INIBG. hLFMn➢etiv'b-01!'N.TN VM!vrtltlP.el00mNmfRtlEe•vdMTwv.'a•4„h9N�v0.vW4. F•b4lwsdbud MYbva,vl�MYITy 1E 1a,P. YNOC7IBi p1Bmg0•N^KmO CmYov.uM••MevnMlm FpNPs4n•WVWb�Svn OpF9�'^wbv 4•FpN'm„pa,(eedl4odYx1 N.T1�tl5Y..vwwb•,�/bP•+d9 Taf bpn•enn•Rn•jEe�N UQn•piA,w•,O••4*•!.BCE^¢�NTIvn1Y•/•ur,.WwY�MMb•Mau}4•�Ra.F!�in�EFdCvnwv�N.'d..lNLpe: fIEN'nR.bMOiCn 6!SYq O•.(-9n.vlxv6M!m.E`TRnFWN�N. f✓i dbalP� 77 s(awe, Ft lnm 'mLtV2Cprmvanva LeWCFTpY1:CopypNOi-0ILPVIXv#Txam-NwrvlvNw.UPYCvuanen\tlury ieem.:ryp@bRp NbNpmvum{®,e qFv l:tttlw•Kv Job Truss Truss Type Qry Ply �A0286704 WRMSCM1560BlL B01G Hip Girder 1 1 Job Reference o tional A-1 Roof Trusses, Fort Pierce, FL 34946, design@albuss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Man Sep l615A6:36 2019 Pagel ID:Id_OOXyyT61Bl_TXoljwHHzefvK-2Zg467_TGgNz NxtMw3QCFvCArHm1 FOQanfgydOxX 4xa - Load Deb. = 11161n 5 4 3x4 = 1.5x4 11 4x4 = 3x4 = 416 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg LidPLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.11 6-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.20 6-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.23 Horz(CT) 0.07 5 n/a n/a BCDL 7.0 Code FBC2017,TPI2014 Matrix -MS Weight: 81 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30'Except' T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc puriins. BOTCHORD Rigid ceiling directly applied or 6-7-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 1389/0-3-6 (min. 0-1-10) 2 = 1454/0-7-10 (min.0-1-11) Max Ho¢ 2 = 80(LC 8) Max Uplift 5 = -475(LC 9) 2 = -502(LC 8) Max Grav 5 = 1389(LC 1) 2 = 1454(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2594/887, 3-15=2196/826, 15-16=-2196/826, 4-16=-2196/826, 4-5=-2535/868 BOTCHORD 2-8=-763/2244, 8-17=-763/2264, 17-18=763/2264, 7-18=-763/2264, 6-7=-763/2264, 5£=-702/2177 WEBS 3-8=-7/601, 4-6=7/578 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; 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 poniing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Ot=1b) 5=475, 2=502. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down and 249 lb up at 7-0-0, 118 lb down and 129 Ito up at 9-0-12, and 118 Ib down and 129 It, up at 10-3-4, and 239 lb down and 249 lb up at 12-4-0 on top chord, and 311 lb down and 69 lb up at 7-0-0, 77 lb down at 9-0-12, and 77 Ib down at 10-34, and 311 lb down and 69 lb up at 12.3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 9-12=-14 Concentrated Loads (lb) Vert: 3=-192(B) 4=-192(B) 8=-311(B) 6=311(B) 15=-118(B) 16=-118(B) 17=-56(B)18=-56(B) Qw®nawekr,w.n.w. woalTu�eCsa.tnn;crreeu. i�uenewcMomaxswsra�afeuv�faeio-row�ncuE wM s.Y�n�.9a. «,a,..a.m.. e..n... o.q„a...•o l*urnww _.. W.mnrr�w,•aw.R. m.., rb,..e uum=ew.e.cra TPp.a+l:w>„m��wvapm+.wawdae.iweb..+m x. i d+n r�m��vW�rE•a�d. r,.�am.,rim,.�vam AWueIhWGraZP.E wcr: e.�ewwu•,*wa.�pma•vm+unm.waw�P+�avn wTN..aiwaanm.Tooe it,wrm.l. Tn. a+w•�+r�.aa+m� �.v>�ww�,eowT as�vauxaaae�we+•u�.�mw g041182 Q+.�.NOw,K�eJv�nOgN MGMSYO"�+ Y�talfe4Kl�ACeM16C ba�MuY^YmMmO1PN.TM+N�'++itlNe10(✓aHwGtlW WEwT �.N:YlW Iv+Mro.�q+. haelmwWwtiYMWbOu•nW^WMr vwB,i.'k]OI,4nYN cwm uwaw,w Twaweiamv�ea.Mwa,macwm•n,smbnxm�am(asplow+wel crnwwr.waaT+e+�a Twla.m.. �.mwm •tee Ifi30PMY�W 2ipCNW�w,reeiaCCW9g•hrRf��ti4TmsAbufxrowrWry Wwr�GMwfW��'6afm�],saA!NN�1NMo-(m%.�Stt�EYgq �m�n91Aj t+&dN54grP iw�bnfm E'NC^of .htlS9.: fr SI CbWFL 34111 �^F1'/1'MOffit6/NGWTHaan-.Reweluamtlm, m't,mn4PW am.a VM» ,Y.nan¢(dmmGumYf,brtW A, Pa[lmiiEa Job > Truss Truss Type Oty Ply A0286705 WRMSCM1560BlL B02 Hip 1 1 Job Reference (optional) ' A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 1615:46:37 2019 Page 1 ID:ld 0OXyyT61Bi_TXoljvHHzefvK-WmESI<S1507FML7OZVat9belS2cYt0EePE4JLB6ydOxW -0-0 10 -1d-0 9-0-0 18-11-12 1-0-0 94-0 8-7-12 0.8.0 44� 1.5x4 II 46 6.00 12 Dead Load Dell. = 3/16 in 4x4 = 6x6 = 4.6 = 941-0 18-11-12 9-8-0 9-3-12 Plate Offsets KY)- [3:0-2-3,Edee1 [5:0-2-3,Edee1 [6:0-0-0.0-0-151 17:0-3-0 0-3-41 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(-L) -0.25 7-13 >929 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.43 7-13 >525 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.02 6 n/e n/a BCDL 7.0 Code FBC2017/TPl2014 Matrix -MS Weight: 69 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30'Except• T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 5-3-4 oc purins. BOTCHORD Rigid ceiling directly applied or 6-11-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installa0on guide. REACTIONS. (lb/size) 6 = 699/0-3-6 (min. 0-1-8) 2 = 789/0-7-10 (min. 0-1-8) Max Horz 2 = 95(LC 12) Max Uplift 6 = -176(LC 13) 2 = -215(LC 12) Max Grav 6 = 699(LC 1) 2 = 789(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (fib) or less except when shown. TOPCHORD 2-3=-1012/619, 3-4=8061675, 4-5=-806/675, 5-6=-1017/622 BOTCHORD 2-7=-394/806, 6-7=-394/806 WEBS 4-7=-8/372 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) > This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=11o) 6=176, 2=215. LOAD CASE(S) Standard Qirs PPPyIY>m.,wN•MAA'itAl11QE6C6'LIEiPL GFliRY.TESY6N46JMbNS WBTbJ-V r6,1YFh7ll' A9N{fPfAaXl-bm.lyd/bS^f atl,wf ruw>men Trvv D.>V^a.®9{lW/l at6a �5regrrtme Y�IMLm.w.lNm.aO.M»e+eWmGP1W.m>/M�mPvn,sbel2a Wlb Enpi�uq(aP bmrvq.Eriw�4:M Wm�.r]GUnP.vb�, 44d11110n44P.E. u.NtrA>lO6bbaYG.M.T,mpefy .cm.+rnrvn Pwn.,cocoon«.>anewccinrawweq+am.wz+>iu=axroo mo«v.�w.Tn r.Tun+w �mw b.�a.P�mmn..>.+�PrwswawT..,rxP�ra�>em.,.we+.uamew 9047102r702 w.m..u.a.,r..w.,n�an.ro=e.awroa+a+.mww,+.aw P.!6c. m. me.amawa,ewe: aiv,n.Tr..zb.amm.mo«.iws,uw.we=T....:ms.>tiNzz�.e..ma...newm.P.w.uxwe. u,.,.mmwa4 weo^Pmm co..P.u. m,m>wmaPP>roowa.w:.ev..wN�A,ae.ew�v 662Or uv..e�d+�c �ewy.m„�m,tasmlwL�wehmi�e sscnw�P.n.wrma*�+wmPP fa.uw.wmcmu+mn.w dY>aP.rw.44q .6�s,rev+..ai�m.>w.r..�w..min..s,.ver��L�s..d�b�,aw4aaa...mv>Tras.�.W:�-�.br;me.6=>tia.P�.pP�.i,a.6rm.ew....rm.Me+*v,m Fl.i 34 SlebW, bud, FL JIr/1 =oplW-.tl1mm>e�ndvlre]FfRI CynGNC3ALI.l AepoM.YmdPn WcumniPm/bmtm V'J�00tl.SMb1w@>nMmf M1, RKiirw,n Job Truss Truss Type city Ply + WRMSCM1560BlL 803 Common 2 1 A0286706 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MITek 44 = Inc. Mon Sao 1615:46:37 2019 3x4 = 5x8 = 4x4 = LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.14 7-13 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.27 7-13 >848 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.03 6 n/a n/a BCDL 7.0 Code FBC2017/iP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purins. BOTCHORD Rigid ceiling directly applied or 74-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6 = 69910-3-6 (min. 0-1-8) 2 = 789/0-7-10 (min. 0-1-8) Max Horz 2 = 100(LC 12) Max Uplift 6 = -180(LC 13) 2 = -219(LC 12) Max Grav 6 = 699(LC 1) 2 = 789(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - Al forces 250 (lb) or less except when shown. TOPCHORD 2-3=-1175f797, 3-4=-866/597, 4-5=-8631595, 5-6=-11591782 BOTCHORD 2-7=-631/1022, 6-7=-610/983 WEBS 4-7=-286/491, 5-7=328/363, 3-7=-364/386 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to headng plate capable of withstanding 100 lb uplift at joint(s) except Gt-lb) 6=180, 2=219. LOAD CASE(S) Standard Dead Load Der. =1/8 In PLATES GRIP MT20 2441190 Weight: 84 lb FT=10% Qa.ve:TMm�ne,.-zi aaCFmuss6s is=a4ERi,aasad..lE1M6w1GdY0iltli6 wsroLL'Ai'�+1=m.wvmavut¢urMm:N✓irdm wm»�...a,..aww.o.a. ivswagm.+wSr�mwa �v Ma+eel so-e"rers .Kim,,.p.. wenae..u..veame.mo.=Mwi..mwwpm.+ea,mu,a. moda.sa...rm+o.+i.x•w o=.s�.a erEti�). r�.wm.�rroom�m�.. NT182.P.E. a Ix siaow. cat seem Job Truss Truss Type Oty Ply A0286707 WRMSCM1560BlL B04G Half Hip Girder 1 1 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1 uss.com r10 Run: 8.210a May 182018 Print: 8.210 a may 182018 Mil ex industries, Inc. Mon 3x4 = 1.5x4 I[ bx4 = Dead Load Defl. = 1/16 In LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Iec) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.09 6-9 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.13 6-9 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.76 Horz(CT) 0.02 5 n/a n/a BCDL 7.0 Code FBC2017/iPI2014 Matrix -MS Weight: 57 lb FT=10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or4-1-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 802/0-7-10 (min. 0-1-8) 5 = 1059/0-3-6 (min. 0-1-8) Max Horz 2 = 166(LC 8) Max Uplift 2 = -264(LC 8) 5 = -384(LC 5) Max Grav 2 = 802(LC 1) 5 = 1059(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250'(Ib) or less except when shown. TOPCHORD 2-3=-1157/360,4-5=-294/188 BOT CHORD 2-6=-377/959, 6-12=-377/980, 12-13=-377/980, 5-13=-377/980 WEBS 3-6=-8/626, 3-5=-1170/453 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=264, 5=384. 7) Hanger(s) or other connectiondevice(s) shall be provided sufficient to support concentrated load(s) 260 lb down and 270 lb up at 7-0-0, and 118 lb down and 129 lb up at 9-0-12, and 120 lb down and 1291b up at 10-10-12 on top chord, and 338 lb down and 72 lb up at 7-0-0, and 77 lb down at 9-0-12, and 78 lb down at 10-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-7=-14 Concentrated Loads (Ib) Vert: 6=-338(F)3=-213(F) 10=-118(F) 11=-120(F) 12=-56(F) 13=-57(F) >9uonaroT,n�..nx�woa masses PeeuirTr: next r s.,aearwrw arou�a:CaA]eckuawu[oeuem-am, v+.ftPr?nw+��. w,..a r,u.. on•+•v�m+.MRe%mwew Q s.ewM e+roa.«�•�•,.m+wetaa+ VnkaeMnn. w.e .ammo .MM'am*+ enantre uxdMMTCOb MvN.aPs•m,n Oman Epo,.e,i^04asvcary ryryrwefi, Pw eeYmam TdOm4nwr�b.n Manuel 71M,P.E. a-a+wrm. o,o�.•cnaswm.mo vw.eurcx.a: d..n .+w+'r.,�aww. moo.. tour rneee%gn Mwa+ywsweFwn swwmr.a.aww a.we,;saroawmw.a'robuw kN041182 wu. o.m. Pm a.+m•.wmnaa 9+^� cw¢wk^09Pro wmv✓d�uAa.mc, axndwx+owssalnFf �po.dwwioo«amrrwa anwt�ss. .rw�wlwmro..+�ww »eauaaa✓uvwbrnmm•+�wr 4610P�.wOr 'tl.NP^KTi OgM,e.vm.Cmnvm mpo,rvnwa r0 wwK..•+ mM••wa.xev'wtlN w�.mi PvWgtomuun® C� rRva 69CP rmaeraaayq*w.Y9'^.^® TCN tlae�ee ¢o maw.wWl�O a+m�.r,sw..oreroFl..aaSt Cloud, FL 347/7 arzw.�Pm� .onoekanrn r,cror�y�emmPra.at.,dx-u.s�bew:...>nnau,.,,.,rmuarrmmamamaao«eea..+v.na�sdo. as.r aom rA.n. Job Truss Truss Type Oty ply c WRMSCM1560BlL B05 Half Hip 1 1 A0286708 �J.b Reference o gonal A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.cem Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek 5x8 1.5x4 II 44 = 1.5x4 II 44 = LOADING(psf) SPACING- 2-0-0 Cat. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.25 6-9 >566 360 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.33 6-9 >425' 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(CT) 0.01 2 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -Ms LUMBER - TOP CHORD 2x4 SP M 30'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 7-5-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 52710-7-10 (min. 0-1-8) 5 = 433/0-3-6 (min. 0-1-8) Max Hom 2 = 207(LC 12) Max Uplift 2 = -137(LC 12) 5 = -137(LC 12) Max Gmv 2 = 527(LC 1) 5 = 433(1-C 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=434/146 BOTCHORD 2-6=-267/290, 5-6=-269/296 WEBS 3-6=49/323, 3-5=-572/520 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; 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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=137, 5=137. LOAD CASE(S) Standard 1615:46:39 2019 Dead Load Der. = 3116 In PLATES GRIP MT20 2441190 Weight: 60 lb FT=10% aa..y„«.�.m uwvmv aaC¢-`u.eExsxw. araP.rocaewnm+acuatavnr+PR'an'iuwmmcocuFni-a.vr rvwrvro+oed�•+rw,w,ewm, n.. r,,,®nw+o-.+;.vP (mor.wew Q awoarya..p wdma. Manual Martinex,P.E. am. v.v, oowwaewaa a ri+o. v,q R�ve«veecw ,em anwm,�ar.wmpbm ra wsaiMvar'¢„e,�Pv..m,a0.,<u�aae,gb..x o�v...a a,.vy0ep,vr...s.bn .=wwr.mu..vrw=•++..x+z�+.rra^we^'e"Wr«sn. a.knanv*awwh eepum maoay.+w.Ta.t xma,aea+e•W u i��e.b amp,, mr¢�arAarw. t�,,.m.«raba*xbro. m+amnr 904rlet a.�ss:a.mmM.wuvimn MNgee 6.aemP9w<v�na,.wxNarmaac»rec.bcMgW#nu�w»sa m.I Tt ywwtlay..mo.Mmruw awT,u...:.a.rwn.ww..m�+w..wu9mmnw.o-.,�yawamwwv.*.+wr s.a�.a�w"'.ma+rnm,evngantes�alw�aroe 4610P�ewor ,xveesm,aovRwcema.cwmmw w�uamomirca.ro-mm�awo�vvvavw+w>ixnw MTn,ewsscR w+e+w.mawvw'Puawse: maa anm+P�vmn.ne wcaiaen T,,,.,oe.+4vm.eR.�wae^w•+r.arrv�wwxtM.r,w.;.w®.a.aaveM.mva.ammawaxvuPnaovw•rveh�lTh.sere+r'rd,de�..»miTm.aunroa�a�aF,Tvm &aysm.t^Pm+rmnvmma¢.nP SICIwd�FL ]4r/1 .u0.W' Mfma WVRWPaQbTA.r cWH5NC3P14 Ri RIXtUR1N-�P�u0.'M<AIaW4mIaM.NWbrt:PPOfb&iCNRi6Jltlwwden�pnaa�dLl peINlwti¢s. Job Truss Truss Type City Ply A0286709 WRMSCM1560BlL BO6 Monopitch 2 1 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Man Sep 1615:46:40 2019 Page i ID:ld_OOXyyT61Bi_TXo ljwHHzefvK-xKvbyU 7_J2dxCa98AjRsDGN01ggBDX2rw1 Y7oRydOxT -1-4-0 6-3-14i 11-11-12 1-4-0 6�-14 5-7-i4 1.5x4 II 4 3x4 = 1.5x4 11 44 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vart(LL) 0.06 6-9 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.07 6-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.01 5 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 52710-7-10 (min.0-1-8) 5 = 433/0-3-6 (min. 0-1-8) Max Horz 2 = 264(LC 12) Max Uplift 2 = -117(LC 12) 5 = -200(LC 12) Max Grav 2 = 527(LC 1) 5 = 433(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-605/196 BOT CHORD 2-6=481/483, 5-6=-481/483 WEBS 3-5=-549/547 NOTES- 1) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between. the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=117, 5=200. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 621b FT=10% Qi, sxo,daaa.:.••.mR..l��aw..... ass.ae<�a..,=me ame eme+u din mauw...re.u.moga m s saay....w (u sau.ye �Ry n...aon romn»an+ew.�, Manuel Maronex, P.E. waea wd.s,w.dexa«me., m'io,w J„r, m wa sWau uw*oocpt. e.m.•.n,ea,w azroem¢m,x wuwrawvaoo +menfu+�r*x o-. e�undow: 9047182 a.,o ovo..R..wi,.wemvrr as swea¢w*mx wnwww c,ma'aamm.wm,.t Tx..,,xdx.mow waa w Axe,n}nyAryWLno-,�aBr kn mm,.«w ay.; am. ,w.. N 4620 Pmimv or ;drn@. anonk�mm.eww+o. m,mwanwa arrtro.am..w.w=.«mwwe.,xuvawsweP..�mnt.e^a+rsamme'.., tasarrv�ti' MTn saen.�.,.m.x,aro.e+«.+sm zv., ame. bmoow«mn...ro si cmW rt aunt nvp'msa.mm,�.wmercaexn.tt;mypyaa�ew�paelwae.-mma�mmGeaae�m�na.miy a.awu ,m.miow ew.m.4eb�nbnuat ga„errvn,wo.: Job Truss Truss Type Oty Ply WRMSCM1560BlL CJ1 Corner Jack 10 1 A0286710 Job Reference (optional) A-1 Hoot I cusses, tort Pierce, I-L 94946, deslgn(rDaltruss.fAm Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:41 2019 b LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc)/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 7 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a , BCDL 7.0 Code FBC2017/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 0-11-11 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -5/Mechanical 2 = 181/0-7-10 (min. 0-1-8) 4 = -21/Mechanical Max Horz 2 = 42(LC 12) Max Uplift 3 = -5(LC 1) 2 = -71(LC 12) 4 = -21(LC 1) Max Grav 3 = 12(LC 8) 2 = 181(LC 1) 4 = 20(LC 8) 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 6lb FT=10% rvasuenan,9Y,e.weu aaaoKYRUL^E6!'aa.[tA9. GETiE?p.iEfiM6witlEIXA1T4Xt5GaiMdNl.1'WWYEADACkr,awi.Fffi#SlYam vwh4M0^f+na'++.m,uaww.nmuxm.aw+PexnoAO%.�aw Mawal Maknai, P.E. W..abewa�.mm..w xstle.rs.w un�amm.w.mma m,m.ma. anTrfrw..m,.a®cw+wmeb.a.ew.u.m6row.xam.. tNn rwy,.�„a....,.q{u.sa.eay erp�,o. u.i a..Nmo..n�b.,. Q m NmaaMvaknY✓Y*ae,iMrefwieMEMbMtlaW9NmedWYThnixooetlmma TDpmyynnrllV. TXr GagTwunPmae m.aM MNl na aWYdM.,Nw16NPFinaarxxw✓khW' n¢MFA�®W^ �P'=YtlM: 71U Or,n:PaOmvrcW,wia.EVtl✓mma&WnGLVaV+aMMamvNMR6 MRC.ewdNk+Y <NawW JA41.lMsxw+ tlmeTD6 JmYiMdwtlmrTrm bSW^'IUWW..nY.mFna�CabnWM.?`pareo taMmlRmWl�li 0"P 462DP�ew Or x1ln�WmrppeeynaitlS MW uwwMwfabs RlO w.pmrpvry�+ruwg�aa¢veM NeB G q�w�m+, F+fmramnm wsw'.+iwwwaap rswm sacpra Ronm..ravwww�P- mxaemw+mrmroc.sau,ay.w � �a4 adW ima,C«a^a.6nrvwvEwnmaq'titlTrvnuvw+uwr,Y^w..m�.a!a.a!nwW4:cw,aosarewm Nv�Gy[yaa Nrtra6rvw:id:Th-6P'ma% wemrvfttp'me%Winea,!,amn�'otiSwaBrwmEnel+as! bu '^Y .Mr'a�.M 61CIOW,R 94711 =iiraJaaatmew.aaamxax�rca»+r;naloswrrmmuoms-Rraiaaumonacoeeowmaa.naa wmhaawme.mwan.m^ma�awnmo-r navmeuc Job Truss Truss Type qtY Ply WRMSCM1560BlL CJ3 Corner Jack 7 1 A0286711 Job Reference (optional) A-1 Hoof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print 8.210 s May 18 2018 M7ek 214 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 4-7 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES We 0.00 Horz(CT) -0.00 3 n/a n1a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 64/Mechanical 2 = 212/0-7-10 (min. 0-1-8) 4 = 23/Mechanical Max Horz 2 = 82(LC 12) Max Uplift 3 = -43(LC 12) 2 = -63(LC 12) Max Grav 3 = 64(LC 1) 2 = 212(LC 1) 4 = 43(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=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard Inc. Mon Sao 1615:46:42 2019 PLATES GRIP MT20 2441190 Weight: 12 lb FT=10% '•,...a•awppi„.e..a,ao'raussteraz,.r�r,5.c�,.:av:t.r<cvs.w eaiottnxscusrof�.afeirvemwwomEWuern-+w�..v.Na.we.na+,*+.mn.avm.. o, vw r�.,n arpnu,.m n�q,+aa•. r s»„r?rv•,...s,«,we,aa.,a.wn,ae.,.n.,w,anv+mo.«nWA.r�,.,.,mcum w,o-.,.wwau. rzome..ae.r..,r,v.,m+�m rna.. •rorn s.w+rors�F.n.wm.,rr®na,..m.n Mawal P.E. r� awwa..'..�xw.+.�a+•m+uvawe.rt•am...w,..r...+ao�xa�,w.moear..e�,P�tma..m.w.+w4w ame vam:..,.w.v.armw n,,.. n.,.r e.aW ee.,�m,.vrome. tld77B2 U7182 a.,r.w a.w.,mr,a..w c.m. e+uao„v.c.w,vaae. uc, n.rec.wnmv®c..a rn,.rn. •:vne.+.ammo.aenrn.�me.um.:,+w.e�n..mw+nnnw.eu,oawe.e.. �+�.ew da. wsewe,.o•aw<wm .. m..rm wmowwv,m+..evw,ws�v.e e.s*e^a^sus+nnm�mrwsmw+r+�rAm,.m®cww..r.maw�+w>�_ m.,nw..a.,�.wa...w de, siCro�bW.n.FL 34xm Job Truss Truss Type Oty Ply WRMSCM1560BlL CJ3B Comer Jack 1 1 AO286712 Job Reference (optional) A-1 KooT I russes, Fort Ylerce, FL 99u4 , ceslgn[dfattruss.com Run: 8.210 s May 18 2018 Print: 8.210 a May 18 2018 MITek Industries, Inc. Mon Sep 16 15:46:43 2019 Page 1 ID: Id_OOXyyT61Bl_TXo1)wHHzefvK-Lvbja W3scz7V32ujrT_Z v?d 11 mRQ,KHd?mfPmydOxq 30 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Ve art -0.00 3-6 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 3-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 2 n/a n/a BCDL 7.0 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-7-7 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 95/0-3-6 (min. 0-1-8) 2 = 67/Mechanical 3 = 27/Mechanical Max Horz 1 = 52(LC 12) Max Uplift 1 = -13(1-C 12) 2 = 47(1-C 12) 3 = -1(LC 12) Max Grav 1 = 95(LC 1) 2 = 67(LC 1) 3 = 41(LC 3) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 2, 3. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 8lb FT=10% wp\b �m�M-il PMFTAII&9E41'LLLEN-i, GE%EWJ TEfM& WGb^'�TCNb G18TOtlEN-i`9PYEYi'j ACIMpWLFAPNENi']gm VW/6a'yn perembn nM rvaOnW.m,AUY myYb,pnp,oiripliPP) W M QPW�.M' L.. .+aavm«,.,.,«,,... ieaa,.,o.wwae.��..wma�en TPP, n+r ras�e��.w,w .waV..an.w Toowe.na.v.Tn„d.w.Ewn»�+rcP+. sam.ro.E,sana.a.wa.�rmP nn..+m.., Mamiel47182 P.E. 4-H?nceMPdna'antl eM�nn•ia�mssMMbMCnh^.Wtlnf+WleTnmh4abtlMPeTW^�M.�nbrTFF).tMO�WnnmvD��rn4 nNniwQmau.uMb4HMwON9q TmnbMN+M3gbMrtPomtO:IWM. {IariB2 Owm.M41M�nIDo,IVE yMOOn EUNry Ggpne.nMm4YtlY�G6py9G. LiJ 63JnpmW nb TON:1t��ryvYNCnIiIOnNM6MwNMTw4E[Nf^i E�NN.��i .In,LI�L'nn#bu.gNW bps,vyaaay aa.ID+am ua�.•bnce...w. u�m.wiaanwTmnroww.cm.aaaawc...amn„wv+snnmm.r�resniw�-++eNm.�aceu..nr.,mw.va�4�s TnTe.m.. v.,.�.. P. Or eAa M4,�irvnpnk.:.6.imEr F�y��,ELva Wr'avv:,nbaN�,.w6sw00.6�dm.�'Sota�,iry!}tl{�mYMY.l.11n8y airEN++�-'nfltttw8WYp0.vyce.T-a�6PMc E�gtwwbaivee5n}(d P. t0 $I ribYL.R 31Tr1 FLe ryGLat Vmu weY&[9aT0.i:CW1igI C'm16M1 PWTmfn-RmN¢TmnbJsdwmn4amry6upJpY.alNnMina wuwnpmmm.aii PcolTo�ao. Job . Truss Truss Type Qty Ply A0286713 WRMSCM1560BIL CJ3L Comer Jack 2 1 Job Reference (optional) A-1 Roof Trusses, Fan Pierce, FL 34946, design@a1muss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:43 2019 Page 1 Odd OOXyyT61Bi_TXoljwHHzefvK-LvbjaW3scz7V32ujrr_Zr?cs1mCQ,KHd?mfPmydOxQ -1-4-0 2-71-11 1-4-0 2-11.11 LOADING(psf) SPACING- 2-M CSI. DEFL. in (too) I/deb IJd TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 7.0 Code FBC2017lrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc punins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 64/Mechanical 2 = 21210-7-10 (min. 0-1-8) 4 = 23/Mechanical Max Horz 2 = 82(LC 12) Max Uplift 3 = -43(LC 12) 2 = -74(LC 8) 4 = -29(LC 9) Max Gmv 3 = 64(LC 1) 2 = 212(1-C 1) 4 = 43(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 12 lb FT = 10% mawnuv,..v.w-ziaauiwssfsPsex LER-i,r£NEfiM reaus.,acidvort ex6cuaraEc ('B,n2infCM,IOm�FAGME µ .V✓J/4vq Mr^"•.w..omeaa,ww r..nus.Myr a.+w nnfJlmam Q sw>•ne.�„m.�.m..w�e.w w.wawom.,.....mm mmo..,.. u+» pa�..x.ua werv�m rca e. me .r,wm:�.e,y:.�,:yp:_;..mr ery��a. e�...marwnn•.:.n.. Manuel Manna; P.E. r.s..�a mm�.m.wAw«e��xn++�wim+m�+a..y�aa...wr.,,. aoeea,wmomer. w.,rnr. r.,. a.m�w�� aine�*�+...�w.w.,.mwi a.,r a•�w.m.,�ro+wehmw g047782 w...mw.s. w+mva.;..om emxae.+ae �mw+amm c.m®c.�masym..,emN.n. w.=.+ammo., in am. r....:.-wx,m,�., rv..e*w nn.vmm.mo-•wear...,..:e,war d�ea+m>.a canvv. sn.m.srw.,w. mo.aww.sss wow.waxm9ump¢nwm+wygMwb,tB: l�v�+��ah' .msxaen�w.wmavr<•mv+a.m: rwraeu..mmvmmns...w <610 PartYiever w.mmr,w u.e=.awmrr=z.�.�ar,rum.,e.a.n.va...m�.oss.ab.�e.e.P..ar�w�atr.rm+«.,+m.itr aw�rrEm��axmm%asan+vTvr„mcr��m+�w.n�v.0 s�cMW, FL 9Cr)t axr-ee�,....ae+e.rwr cwnmaam, wraerr,,,:..-cmneo.me..m�»anavwmuowxm.e,enm..m.,e.�� .a.orr�... Job Truss Truss Type Qty Ply WRMSCM1560BlL CJ5 Comer Jack 6 1 A0286714 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1tuss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MITek Industries, Inc. Mon Sep 1615:46:44 2019 2x4 = 4-11-11 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.04 4-7 >999 360 MT20 244/190 TCDL 10.0 -Lumber DOL 1.25 BC 0.29 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 lb FT = 10% LUMBER - TOP CHORD, 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-M oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 122/Mechanical 2 = 278/0-7-10 (min. 0-1-8) 4 = 48/Mechanical Max Horz 2 = 123(LC 12) Max Uplift 3 = -81(LC 12) 2 = -73(LC 12) Max Grav 3 = 122(LC 1) 2 = 278(LC 1) 4 = 77(LC 3) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard me.6u-il ROW�lPLS5E6{`.6EltER'], GHiEAI.TlHM6 aW iUtNrliB wsTwua f�w'eK9uwawl.Eo�eeEµram,.wlr^ r•4^+IMr.�a..a.m.ei ma Tx.. o..wa.+m Rw)anam. M., MrP.E. QPf.wa+mi00M' sae'.roe,ym.,,em„m.n.et ara.umu,�vw..e..atremvatoo, aarb'wavl.rmv�Mw�a.,.ieAw*ro'w'. .". ia.T.unnn'a*E+a e0>s;.owr EndAd.u.+w m+Mmomp.+enem ..rsa,.reu.w�..�.l+wll«A.oneowwartrwa.q+ae..val.T..aa».rma,.mow,w.m-f.Tm m.w gwimsrowxmma wr.au�a=awww i,,,n e.«n ��a�ms,meu„acbmM pOdr182 OCT. p.OmM1eflvAa6mraMBu4F6Ae�e nMrnMlge�RAAIBG.k.Lhigny atl.NlVFf.TMyyrCrYylalGD.ntlmEtalus W MTws:.GY3�Mllnp.tlm4.FJeiM, wilai[LgYW bM�.wIEY J61 YMe�w�vv..weam c>aev.en.m.rmne.mawewa:w.eew+.w�Me..mveamvwawme�ro�nm msm hrn.e saG....r.weasm ww.o.. mfauws.naa.�w...a dp.YMTrvn Oee-M,6i.�1E"(A�,retTrm Ys.hmr�:wb dew M.Mh4Gn6t9�M�MnygrylltlM'-emmMP. 64�YE�P�-sRMRMBaffiB.dWRVTnm al�^�.E�9^.!,�d�l>�'4� FLA Y4. r�. �Tr1 sf eI6bw aK6'eJNvwmGe0n9FThTCa/,gtlCID16,41 FwYTrvaw.-Ylmev4dmdMM1,vam,tM.e/6,gp gmlbf.0.NNwmnpmWad.dFl pyJlN.s1 Job . Truss Truss Type Ory Ply WRMSCM1560BlL CJ5A Comer Jack 1 1 A0286715 �J.bRf.,.Ice optional) .... a rm, .r.o•rv, u ..... d uuad.wm nun. o.uu a mdy 1_An i 214 = 2018 MITek Industries, Inc. Mon Sep 16 15:46A5 2019 Paqe 1 42-0 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MP Weight: 16 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 99/Mechanical 2 = 250/0-7-10 (min. 0-1-8) 4 = 39/Mechanical Max Horz 2 = 106(LC 12) Max Uplift 3 = -66(LC 12) 2 = -68(LC 12) Max Gmv 3 = 99(LC 1) 2 = 250(LC 1) 4 = 63(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard anaaoxy,.:w»•a+xoa rauuEs eCttEaS. eEnreuurcrxuswemvrr�w+seuc,auafaDVE*n uw�ameur,.rcxr,� w,ure.��..awa.�mw�»n.,ee..r D...•o RUD).wm. Qrse. 6pvcay EplMlnxmnLLeel Glw.w UnhffaExrJu.NW mislDD.ae/R\rw m,nzly Chef NMburGtr»1ODbbcod t.w Dn'�nEpismq �u. a;.axi «ro.».wa,+�vrox mawro., ac•: a»pue.,u.�.r«�m�..m�e.wf+rune.»a..'wa»ee,wnA.u.,s:aaa.ma.wr.�d.�wvn.a,w.d.assn.e�oe«vos,.:.aemur.ew.an. i,,,,.ra..n�W.»,.me.,+am,m» Mvae7182L PE. tl040471B2 we..v»o..,r. ma�a�wo.»a,wroDe.�.�».m�:ame.wq»ree.we,+ae®e,.am,.,n.w.w+x»mD.n FL Mlra�u�f w..�x>r A��..j�9ltsM.�.TF�ersRY Egi�efWT»6+*ne.Pev^�>i.m<r.?TEnc!waar�Si. w slce6tOP mua, R aam N Job TrussType pty PlyA WRMSCM1560B11- �Tcl.sc Comer Jack 1 1 AO286716 Job Reference o aonal A-1 Roof Trusses, Fort Pierce, FL 34946, design@albuss.mm Run:.8.210 s May 182018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Mon Sep 1615A6:46 2019 Page 1 ID:Id_OOXyyT61Bi_TXo1)wHHzefvK-mUHsDX61vuO4wVcl WzXGTXd4ZEk2dK3kJZ?J?SydOxN 4-7-7 4-7-7 3x4 = 4-7-7 4-7-7 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.04 3-6 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.04 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 We n/a BCDL 7.0 Code FBC2017TrPI2014 Matrix -MP Weight: 15 lb FT= 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-7-7 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-" oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 169/0�3-6 (min. 0-1-8) 2 = 121/Mechanical 3 = 48/Mechanical Max Hom 1 = 93(LC 12) Max Uplift 1 = -27(LC 12) 2 = -83(LC 12) Max Grav 1 = 169(LC 1) 2 = 121(LC 1) 3 = 74(LC 3) FORCES. (to) 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=4.2psf; BCDL=4.2psf;h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard eroin.aM•MTPp}F TRU6FER(•kEL4E11'j, FExeNAl.iEuuswrA4waxu wets+EnfevrEYn sid9lONtiEOGUFXraom VPMr.Mgy,fPP�'.d�PM wwGub.man Rux. O.pnl]n+SwPo%..wm. e,,'.,w.,w�i..w.iaron Q sPeisq u,...u.Yvm.m,. W6Lw PPleD.oryaUvncmmoWrdm.rvaiPwfara.mo roe.ree waTanma'�y tE.p,r rvp 0a spea.pp Nryes,).w.w m.,ymo np.eemaa Mawel MaNnez, P.E. .vgru..au.nos•,��w.,e�..��ron+w+®ae. k.wy..�aanvwim.sw:aaenc.mo Y,aws:ian.Tm m+w ro.sevwamom.wsminr.mwame ra..m'%aW awn+v..��b+.bPaw g04T182 o.:s, o. o..r,..fianm p.,+ Ne¢xroa.v.�.PP..wr+,eae.Fawree.ww+s.eom.a TVH:n..No.amm.Tw.,a.rrsu ae.T.P.:'Rru.e..tl+m..�+w.PP.uem..ee..a.a.av,.�gPosaer <fi3O PMNeWIN vHPm.vo.mwuaomvao-.urewwPaPwToomawPsmamaPa.twueee„mro�6✓N mrm„me,fts<+xwe"�6Dr.Yw.,esxA..,.r.,mbvw+T+6� Tw.Tmm..wu,vwtl�6.. �e :W[1)YQ�i,u.MR .G�1E^Gbww1T YMam.t. un4ub�w M.l M'1Ybn4�f4N�M �n'GY9.YtlT'm.6�11�6�olYETastSTA&dSN.��.vTm6TY'nET.Mb�)h!Ny.. ,IJ 31 �OIIQ. rL 34Tr1 I C4`tl�OwfNmgJneYNTTI:CW/yfi09X6...111W Tmx.-�.CM�m�nitl PybTA0a1.bW YAMCn wHi W.WadH Pa[flmsm Job a Truss Truss Type Oty Ply WRMSCM1560BIL CJ5L Corner Jack 2 1 A0286717 Job Reference o tional A-i Rcci,wsses, roRriance, rL 39 o, oeslgn(dalWssAem Kun: U.2lu s May Id 2uld vnnt: I 3A = rek Industries, Inc. Mon Sep 16 15A6:47 2019 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.10 4-7 >563 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) 0.09 4-7 >648 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a rda BCDL 7.0 Code FBC2017lrP12014 Matrix -MP Weight: 18 lb FT=10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or4-11-11 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 122/Mechanical 2 = 278/0-7-10 (min. 0-1-8) 4 = 48/Mechanicel Max Horz 2 = 123(LC 12) Max Uplift 3 = -81(LC 12) 2 = -102(LC 9) 4 = -51(LC 9) Max Grav 3 = 122(LC 1) 2 = 278(LC 1) 4 = 77(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=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; 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 has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 v4de will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3,4 except (jt=lb) 2=102. LOAD CASE(S) Standard w:..F.-a+swrTwsses rsexj,cEraaµ T6aus.mctt+unim+swsrass-af%++smmscumre�warrww.v«ha..wc..,•uw.ww,�..a u..rr�n.wor.+.n nooiwm. Qawaww�aFr sw=.nu.,.�.,,esr... erue.a.w wen.a«.v. mewe.Too.wqur.m�wwam uv+s r,,.e ve.Tm awm ra. iwwo::sae y...;ryt sear orv�:bwimwrylm,�.ebn Manuel M47182 P.E. cebo CMP>Vwwr w].we^i�0aakdMbasaw�9,aPtnidtxmdP'blmavTW vN.u.LrTFF1.T1wa.P�vbv3Mmnabn:.MWiMNvaaas fYuob, nIBSY6V hMm�n,Lbdan o.x.vwoww..ueauey-++&au.,eWem+r.Inwemfwdv.6.e.wieC.6�6wS+ewe,sarvn,.Tr. gww'+.emmoaamrTwt6e14iu�wm+e n+rv.rr+Wm,«a »aswaw•.,ow+d«r3 ve.NaFa o.awnwe c=Rrmw nanwam Too.wwrw9w..�aevsuwr�ra.%remw cw.woa v.F+r Fuwwo, w<+nwwTm bra xn.�...r..wwa wrwrus w.w.. m.t mM.. ,w••ww.,.,a 0Pu Ix 6CWd.FL MM.Mtlui ark�wr.6r.aeY a^86�.'wNT!w1A��4mu.rrw4n e4cWptl.M1naA'a,CmMN�.MnA+A'^IFp!/mWM.6mrk.r]..Th Of+>i En m�,sR-0RVw PuiA'GQ!9+rwSries6YW�r�=^Tw otmYhntlmq. !i 'L+W6m,mm,wwf¢LreewTfl, N $IL'�MIE. PL Si rrl T C�grKNPZ,16MrPMTrwxv�Peimaueentl PobvrvN FwryLmm,bw'J�OD].w,xrl py.rAw. ramm.bnq{., Poiflww� Job Truss Truss Type Oty Ply aA0286718 WRMSCM1560BIL CA Comer Jack 1 1 Job Reference o tional A-1 moot Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 Mrrek Industries, Inc. Mon Sep 16 15:46:47 2019 Page 1 ID:Id_OOXyyT61Bl_TXo1JwHHzefvK-EhrEOt7NgC WxYfBU4h3V7k9Dle2kMnJtXdktYXydOxM W5-80 5-a-o 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.07 4-7 >897 360 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.08 4-7 >803 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We We BCDL 7.0 Code FBC2017/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 141/Mechanical 2 = 302/0-7-10 (min. 0-1-8) 4 = 56/Mechanical Max Hom 2 = 137(LC 12) Max Uplift 3 = -94(LC 12) 2 = -77(LC 12) Max Grav 3 = 141(LC 1) 2 = 302(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3, 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 20 lb FT=10% PNF TW1SSf6C6ELL£NI. GENE4A4'TfFNaeKi{#IXr1WB WbYWCTl?r3OL410WlEIXL1EH1-Mm.�v4'.G��O^P�mw�mmxW mYem T4 to MwA 6auN9 (r®)adN QMea.IMaWMYnMM-M &eiv'ryEMnex Kxam»wel�Lfe ws.Unku eMMnt+eimw PelpD.e,irA{iwmes]wd»eAeRW b,velblsTLO Yf�eelG M�irvalMyc Fnpirrig4e,SEwWy Bq'e�efi.M WmmrylCanp�fn Mauve Nadine; P.E. rt4Vse COwPle,6.Yw9»s,^imPw4[Mb1�M9edNmwhmbNv,NMTOav�. WeTR).TM /i,P:Wmime%Man<hm:rvYbYlN9�tlMTrvwNw�1»tl»'ib M,mW„WYMYw� O�.Pe OnMewleiaq�Ywaw@FSNawPw.»T,LWgtlbGGQw �l.bY»irny mle NlPN.TMeAveYdMTODNnlbtlas WOSTme.YrLbvlbx!�O.eb4.»,L4am,wCar�v9MYbM: R�aV 8ar10G mwss*�eo<!vmwf>+e+w.r.mmawae.hmoamw:o�r�•w,eawwmwraam ewsreaw x?�bmwe,m Rsa�ow:wen.TnwasxPw79=— a+mawm. Tw,mme.c.�wsoiee..w 65tO PahY R v4wqu.T,,.,w:.T,.,.s:+r Eras.ws�airvwu.+nw,.w»�cmw.me..,wM!Way+ww+cam.»aa+aNawlm;a:tl,.e,.R�ar++r E�m:ynw+mro.e;wy,tr!.e®»tw,7—grown .w.ai..aumw«.wamm»TrN.w»awe;a,cwT wwTxs,,.a—wi�muwmmMm.awmw,.msrob�nrmmaa.e.,mmu..menommn:mmar aorer,�eu' St CIwd. FL M771 Job n Truss Truss Type Oty Ply WRMSCM1560BIL GE01 Monopitch Supported Gable 1 1 A0286719 Joh Reference o tional A-T poor Trusses, Fort Tierce, FL : v4b, aesign(olaltruss.com Run: 8.210 s May 182018 Pnnt: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 1615:46:48 2019 Page 1 ID:xhtbvZpZyEOpo7r8?q W 18cymLcn-itOwD7?RWeo9pmheOakYyiUE2Ul5EZOmHUO4zydOxL 2x4 G 1.54 II LOADING(psf) SPACING- 2-M CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vart(LL) n/a - n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 7.0 Code FBC2017/FP12014 Matrix-P Weight: 9Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-8-0 Do- pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 71/2-8-0 (min. 0-1-8) 3 = 71/2-8-0 (min. 0-1-8) Max Horz 1 = 39(LC 12) Max Uplift 1 = -13(LC 12) 3 = -33(LC 12) Max Grav 1 = 71(LC 1) 3 = 71(LC 1) FORCES. (fie) Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 6CDL=4.2psf; h=15ft; Cat. II; Exp B; End., GCpl=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) Truss designed for wind loads in the plane of the lruss,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 ANSIIrPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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-" wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard QWamaa.pNy,.ir.Ns•0.1,KgISWIe8E8(•6P1L0."A GEY�a/.LTEANBv9 CCti61rICN6'WFTbIER('dVYEA'JNt]RWIEpGf,EYI-.Iam.YUV(6ynywneYn MrW n�.mmS Trvo 0.gn Gvrp (ipb)mCN sway Emww,e,.me.nna.�u�Rn+w...a.e.�mmemp.u+.ay:+m�mwe.,.r�e...ae.a.rmme.wa.,ra.mmu,yn uv'Y+.aaO.ss..o✓uEro*�tl.wre,.�.rim.wab., Manuel MaN,re;PE em.Pm.,w.y,�<pmmo...aMm.we..y+a m. h'rnoa.m.eaeempwr.uemmtn.e,.wo+mawmv.mea.�a<w+mv rewr.aw.mar T�neewrmas�aee.,.me.•e++lme. p61T182 ;awaw.,c p.w.�.mw w u�amwwama.mpmaww..<e .msW^: M+asmnwo-+acmmwmm�pwarno..�av��sPowuU.+Wtt+.c sxa... m..tiawrn••+w�- m<eenn.+wmnowvvmn.is C62Luwer 6Jm dMTrvx Mp:v,6TMny Er�piW:a+lrnia lYwfn.r,stln.a(sw Wmtl4V.LmAM•T..T.W^°�M^'6MYP�.titivW,Y1n6Po�YE�W{MUNOr Yw eiV eaww»,¢2.a. an'�Fv». a.aeuai to SI CIwd, FL 34T/1 '<wewm:,w«.®mr..n..rvimm,Rwamicw+rwr'r,....-e.Drum...aroawa..�anwr�..°omoam.rma.vm.�, wme..®.uwlaw r,.�..:. Job Truss Truss Type Oty Ply ! ! WRMSCM1560BIL HJ7 Diagonal Hip Girder 3 1 A0286720 Joh Reference o tfonal A-1 Hoot I msses, FOR Pierce, FL 34a4(i, oes1gn(W_a19uss.ccrn Run: 8.210 s May 18 2018 Print 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:49 2019 3x4 = 1.5x4 II 3x4 =' LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.05 6-7 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.10 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.40 Hom(CT) 0.01 5 We n/a BCDL 7.0 Code FBC2017/7P12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 159MIechanical 2 = 44210-10-6 (min. 0-1-8) 5 = 274/1VIechanical Max Hom 2 = 182(LC 4) Max Uplift 4 = -107(LC 4) 2 = -180(LC 4) 5 = -64(LC 8) Max Grav 4 = 159(LC 1) 2 = 442(LC 1) 5 = 274(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-11=-734/174,11-12=-684/191, 3-12=-683/181 BOTCHORD 2-14=-266/679, 14-15=-266/679, 7-15=266/679, 7-16=-266/679, 6-16=-266/679 WEBS 3-6=-717/281 NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 3)' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=107, 2=180. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 Ito down and 90 lb up at 14-9, 77 lb down and 90 lb up at 1-4-9, 36 lb down and 41 lb up at 4-2-8, 36 Ib down and 41 lb up at 4-2-8, and 66 Ib down and 88 to up at 7-0-7, and 66 lb down and 88 lb up at 7-0-7 on lop chord, and 12 lb down and 40 lb up at 1-4-9, 121b down and 401b up at 1-4-9. 16 Ib down at 4-2-8. 161b down at 4-2-8, and 30lb down at 7-0-7, and 30 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-60, 5-8=-14 Concentrated Loads (Ib) Vert: 11=57(F=29, B=29)13=-74(F=-37, B=-37) 14=46(F=23, B=23) 15=-9(F=-4, B=-4) 16=-56(F=-28 , 8=-28) PLATES GRIP MT20 244/190 Weight: 431b FT=10% R.mgM�wv�M Ff NtTAU48E6['FF1t1R). GENERYL IERYl�CfW6tiN18WSrpcq 17IV1'EiSIH.'NIIOWLENGLLENi-Imm v,V a9^Peui�bRwtlMnTn tb Trvv OReTO�Rvn9 (tS�mtlM QF,vs - ttvM uw MkvatltMRehd! MTCO. egEN�.R ietlp dtlev v?Ab Wbls iL@bb iG T,vv Wlpl EnpMrpry,Syamry QrgisQ; l��tlmanYTW,Fnevily o, Mmiuel=4111 P.E. �.suK NL,tiTr mowwrn.osa,q,a e�y44imtrtltbC TW mY.�TP4+,Tbhq„®'glma, maya.a.+a,...�.isrf.m.a.ewr b.�ram�p �aRm.agmvw 804r182 w...aw.w .aan:.ay.+ ne-f.+v�vc.,R..rmfat.cm.wac we�nsa.a+wrn+.Tn.wweab.Too.w.mw mm.T+n:o iw N.�.e.+*.w. �.u+m...e�awbR.�.mm+ro coaav mo..a...pca++ m+wiwasmgwnm,Rsmw 4Cb.d. MYr pa+oew.a,ra. .wan awi..,au.,mwi nm,,msazp..,.f...�w E. mw.Rnm...m wf4owi u,k�ew>arve^eM life..n..l....w.oci.�..�a�wNRvu.nw�wl+r,mn.:+rohaaw..::wn.+Te.ea+•a -�a+�R,:eare. %usre�tl Tw.aru:m[^mna�m'�+:e p U77 slCbuE�FL J4r11 taNYr�yelmv enu<e6rc6FTRf GppyyN9D14AlPwtirwe4v-ApypOudMMMVGo[wneNNanYfu+M1bpMLblgeivuAgv mMnµmWen�WFl RpW l2noR Job d Truss Truss Type Ory Ply WRMSCM1560B1L HRA Diagonal Hip Girder 1 1 A0286721 Job Reference o llonal A-1 Hoot misses, port Pierce, FL 34945, design(o)altruss.mm Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Man Sep 16 15:46:50 2019 3x4 = 1.5x4 II 3z4 =' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.05 6-7 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.11 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 5 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MS Weight: 43 Ito FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4 = 180/Mechanical 2 = 45310-10-7 (min. 0-1-8) 5 = 301/Mechanical Max Hom 2 = 182(LC 4) Max Uplift 4 = -125(LC 4) 2 = -185(LC 4) 5 = -67(LC 9) Max Grav 4 = 180(LC 1) 2 = 453(LC 1) 5 = 301(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-11=777/214,11-12=-727/231, 3-12=-726/221 - BOTCHORD 2-16=-288/720,16-17=-288f720, 7-17=-288/720, 7-18=288/720, 18A9=-288/720, 19-20=-2881/20, 6-20=2881720 WEBS 3-6=-760/304 :Uii:111 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. It; Exp S; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at --lb) 4=125, 2=185. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 Ito down and 90 lb up at 1-4-9, 77 lb down and 90 Ito up at 1-4-9. 36 lb down and 41 lb up at 4-2-8, 36 Ito down and 41 lb up at 4-2-8, 64 lb down and 69 lb up at 5-10-11, and 66 lb down and 881b up at 7-0-7, and 76 lb down and 103 lb up at 8-0-2 on top chord, and 121b down and 40 Ib up at 1-4-9, 12 lb down and 40 Ito up at 14-9, 16 Ito down at 4-2-8, 16 lb down at 4-2-8, 24 lb down at 5-10-11, and 30 lb down at 7-0-7 , and 40 lb down at 8-0-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-14 Concentrated Loads (Ib) Vert: 11=57(F=29, 8=29) 13=14(F) 14=37(13) 15=-56(F) 16=46(F=23, B=23)17=9(17=4, B=-4) 18=-19(F) 19=-28(B)20=,36(F) QMmemwplJy wswb-ifPW^EiPUS9E8 r5Et1ER26ENEPA4.. TFRNBWH.E�SRICN@WBiOYEH r9WEA'I X%,NENI-� Yvhdo9^I�w.M«W MroW wPeLmllai.RainO Rft1�NN as.sSE.s•«�,.��wartm«w.uau,aa...wm.e®m.mo.ah.ro»mn...adm,wa,,.e ya. roo we..we. .r,veo�.rc�+�ro na sa.mbemyvl. a.wan.nvmo �e�b.n MawelMaNne; P.E �...oawwa�•.�.i.�a+w•a+.w+unawe..b.da.act.T.,marmme.moaer.w.rnt.*n.w.n.s=wo+e.recwa+va w.+w..ew.aw.nwn..�r�aem.�.roe..ewme. 8017183 w....wo.�w..ammac«me. emcee o.evicen.m.wdewc,wec, o-ymd..sma,.am..Tn..rmo.+mwmo.aww®am.nm..:.a.+,� e•m�v..m.w..•��ww..>r.+•vwaaa.. �.+w+a.e+v ;awwze"v o..am..uw..a,o.avnaenwmo.mm.,�su=•mm++«aavn e��.ro<u�wnm Tml:a 6owd, em,rN tes=fo ++«M raaxn,«Ms.mwen e...a. m.omwmm.w .e,n.w«ram.. o...b.:.,w.e ve^o^+�.�wrrn.u.,.rtwm".�,w.wm.e..a.r.naW dca.+�.rre�a+m».-aehwo-e..,riw.e. Tr+aca.e em'�uNmvsaw3ro �mwp��ai ¢w: E^a•=vn. ma+ R. swioNe, rL x7n ...otaaa w�:.«mau,anrn, cnmoNaamc�temam„«=+enm�.m.evwa,e.�.,,tm..vtAwn oxmw.aonm.;sM ro�.�m•m,aatnmr,.a,.. Job Truss Truss Type Oty Ply . WRMSCM1560BlL HRL Diagonal Hip Girder 1 1 AO286722 �J.bR.fererce (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.210 s May 18 I 2x4 = 1.5A 11 314 =- Inc. Mon Sep 1615A6:51 2019 Page 1 1 HVGJW7RAaKSOFObIV6TSFi4hlydOxl LG' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.11 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.10 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) 0.01 5 n/a n/a BCDL 7.0 Code FBC2017rrP12014 Matrix -MS Weight: 43 lb FT= 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 7-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation cuide. REACTIONS. (Ib/size) 4 = 159/Mechanical 2 = 442/0-10-6 (min. 0-1-8) 5 = 274/Mechanical Max Horz 2 = 182(LC 4) Max Uplift 4 = -110(LC 4) 2 = -271(LC 4) 5 = -229(LC 5) Max Grav 4 = 159(LC 1) 2 = 442(LC 1) 5 = 274(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-11=734/451, 11-12=-684/468, 3-12=-683/462 BOTCHORD 2-14=-523/679, 14-15=-523/679, 7-15=-523/679, 7-16=-523/679, 6-16=523/679 WEBS 3-6=-717/553 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=110, 2=271, 5=229. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 90 lb up at 1-4-9, 77 lb down and 90 It, up at 1-4-9, 36 lb down and 41 lb up at 4-2-8, 36 lb down and 41 lb up at 4-2-8, and 66 lb down and 88 lb up at 7-0-7, and 66 lb down and 88 lb up at 7-0-7 on top chord, and 51 lb down and 40 lb up at 1-4-9. 51 lb down and 40 lb up at 1-4-9, 10 lb down and 40 lb up at 4-2-8, 10 lb down and 40 lb up at 4-2-8, and 29 lb down and 71 lb up at 7-0-7, and 29 lb down and 71 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60,5-8=-14 Concentrated Loads (lb) Vert: 11=57(F=29, B=29) 13=-74(F=J7, B=-37) 14=46(F=23, 8=23)15=-9(F=-4, B=-4)16=-56(F=-28 , B=-28) QtYvr PwwObw Yu-A�tiWFTWB-0E82'�11F1i1.6fNENAt TFFUBWCdu61T,W4WeTY�:R(4UYER90GW�OWlED6NEMf-Am Vwil m]^W�^va. mG wlwinmMirvnhM^D��Yf.ODlutlas r�,d101Bm1182 P.E. 4'NdI E,gM„�l,�o YrltWnw,Unlmdl�,sYWYIrnIM)OU. uiyNpwmn,rfodM M6bvivlbinirID:bv.K Pe�lxvDOY FngY.w,plu£i.CCy E,gb�i.0. wImMTGOn[�.�^bm a04a7laz Onw. LYOwal �enaaw+..a.e+�vo.ro�.oe.,x.aessua.,c4a.mc.cae,{sEvrnl..,ervN.T. gwa'+xe.ia�.a�,raa awTw....'h,s•oN�rm..+mm ti.m.em.ac..+a.v e.�m..worn+aW /6b.d.FL vDr ayv. P,m„�a,b cmomu w o,nmoamo mam.amme.rws�uwmur a,eaicw„waee �.n+rM�wrnwArnw wmin.,esacp.. navweavw+•+mp�o? Twxa.n.. ,cow. *n...e is WlisJllM irvnp„P^.!.6P�.�VE"4^'��W TI!'n M1iwdMuwFu4,acUCM.v WnW Wq:P'�'4'N".�`mn�M.�nlvytftl Wl.w cord.�1.F�8P�vE,Y"�ef#RM&✓�S+V,�M.aSrvw BY.�m FKM�NwT4. P� slao�a, FL san1 i.tipSeL'.d,mNNU W6<4„TA1.C4PM�OAf6M1 PMt,uave-R�c+mudM>Tmiidm�{MMM,ntiMbW MwN W wSN pMP�Y1M0.\ Rati�sY Job 0 Truss Truss Type Qty Fly WRMSCM1560BIL J7 Jack -Open g 1 A0286723 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Pdnt: 8.210 Is May 18 2018 MiTek Indusbies, Inc. Mon Sep 1615:46:52 2019 Page 1 ID:Id_OOXyyT6I 13I_TXot)wHHzefvK-aee7TbAW Uk8EeQ4StEegioszN812YchvSeDkydOxH -1-4-0 7-0-0 1-0-0 7-0-0 3x4 = 7-0-0 Dead Load Defl. =118 In LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.17 4-7 >478 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0,20 4-7 >413 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 7.0 Code FBC20171TPI2014 Matrix -MP Weight: 241b FT=10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 178/Mechanical 2 = 349/0-7-10 (min. 0-1-8) 4 = 70/Mechanical Max Horz 2 = 164(LC 12) Max Uplift 3 = -118(LC 12) 2 = -85(LC 12) Max Grav 3 = 178(LC 1) 2 = 349(LC 1) 4 = 111(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; 1=1511; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except (it --lb) 3=118. LOAD CASE(S) Standard QrpW n."v.NA�RWFTlO54ER Cs=_utaM1.GEI£R1.L lERNSWGWminON6CUBTGfiR ra�vevluw,o-✓rtEeRUERrmm.w.hw��•r,.w,..ammmmr;mu•a+m...,e l*eTwaa e nnm.. wiaw. m. wtnaew.u. mmamm.Too. mM .muwwdm.,»a,mae.moue..,tlna.'r,w oesw r.wtlma N.s»✓✓.e,a+�+1. e.ma,m mono-�bn Mawel PE. TIV w�+tl.e�Ta wav�eW,ua.awq.awvy.T,mmvcau,e.Tooa<.Y.wvTv4r.in.mw tl*.saa m+reeeNaon: wmW..aoay. T�,me.w�re.+nwwrt.�.ubmv. 9N04r182 0.+n[W(.1nrtY �A.NMI:�Adlu&gpuq�..InAvwleJNe�F4MrdG.tNb+6%^G anb s-01GN 1MRPaV.WMTOD�tl^r6tlesdMTw.i,3.N9�+!mN..tlV.. ne4LN+Mibtv,�'A'+a�V -w.v.e�m*m a.w cmnnw wmo.ww.o�wo-+a.wuw.e..na.s.anrvm+ro��l6w+rmro�wimt kv u.ehm.�assu..no-..mrc.a�+,.�wa�u_ m. m.wsW=.r.w 46to PzAYmwor un:.quw Try.. o.:u�, erow.mdrrv..r.+r�nR,,..,;,,�,,,a.<r�.+,.a.m,.aer�w.v�.sww�a�.'+:Deb.oc.�+..++w.ai•.sc.=wrE=a',...: rmTm.e�,varos.q•a+m¢rw.arw�[ro+�.pa+gw`4re:.w SICIoud. FL 34771 'm{Ea0:e9Mma ptlOeOmS i,TKf iApyiyNOAf4 1 Vbitrvam-Rap>luamd4Ys®rum.iti Nvy1a-,�6 pfmplq.CUNpa FSwi N,mbea,.pil Rtti i,mEf Job Truss Truss Type Oty Ply . '1P WRMSCM1560BlL RL Jack -Open 5 1 A0286724 Job Reference (optional) A-1 Roof Trusses, Fort Plerce, FL 34946, design@a1tmss.ccm Run: 8.210a May 182018 Print: 8.210a 4.4 = 3x4 = LOADING(psf) SPACING- 2-U CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.18 6-9 >460 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.15 6-9 >542 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(CT) -0.00 6 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MP Weight: 30 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-M oc puriins. BOTCHORD Rigid ceiling directly applied or 6-1-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during buss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 91/Mechanical 2 = 349/0-7-10 (min. 0-1-8) 6 = 159/Mechanical Max Horz 2 = 164(LC 12) Max Uplift 4 = -69(LC 12) 2 = -134(LC 9) 6 = -125(LC 9) Max Grav 4 = 91(LC 1) 2 = 349(LC 1) 6 = 165(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-323/338 BOTCHORD 2-6=-582/283 WEBS 3-6=-307/633 U611�4 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psF h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(2) zone; cantilever left and right 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 has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) • This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at --lb) 2=134, 6=125. LOAD CASE(S) Standard IiCof TN159E8Pr✓:}t l.4EHEAL TEW16 wtl f9!IDirIQ1C WfiiCYEA I-P'I lS14ptiMEOC#Hl-baYvlYdei^Pw^�� ubrCwbm MTrm Rp.AemOfr0�1+'d6� QPluu,maNMlnb-0.r 6'aM E+9 tlwd Nhnw.YNsacMWanW mTrlOO. ml: WiswmwcOndb'itlibuslb M'(00 bw60. M�irvaOeR+�EnY�^^O rie.ETen!YEm.�1.b Wma^1Rlen[ M Mdf01EI MAnBS. P.E vuu.a emwd�vrnave ro+mw.u:nawarndasp.nmaeo�aean. cemoaw.vmm�.in.anw ae•s�w�mav:.wa*rwavnansivnrx.n®wWbm. wvda. YMT1&2 o.ner.wwwYeay.mfm++vtMBua.Lm�v�c nawme✓de�F4wmC. bvaDW�4numaiama. Tl��.uveldv�mD�a�nrs,pwdo�TmwwWEnv*mm�c.�ba•.^��rmn..ab®uwe. e..�uw��M 4M PWm of mwbmsau.a...aa.c��,en ia,a..wapme.ano.ei+.w.ce=...asw anm. e.w�v wn.Msea wsarw�uma.>F+w asct.. M..�.oa.a cwew4. meamw a. w" w 0 'ixi:,da+Twa w.�w,e,.�wE.�w..:.nT,M.xr..ese.«.,w.r.,e...,.u.m,aeP,a�.a.a..a.wm.rbwgmwv..%d.a.P-w+awr,�kywa«o,*e. aadu.a.a,.rvw.gW: E�eavar«n?!+Ya� sl Goiw. rl sa7/1 tgvW'-eIY�NYMMtnTPFr.CgTYN02n6Ar RafTMM-eR�Wupv.dMsewm�nik,rcf bTlbL+EeLY+tiv6 Ai�Mrl(amat,�dLl Rwflwua Job a Truss Truss Type Oty Ply WRMSCM1660BlL RT Jack -Open 6 1 A0286725 Job Reference (optional) A-1 Roof Trusses, Fort Pierre, FL 34946, design@altnrss.mm Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 Miiek Industries, Inc. Mon Sep 1615:46:54 2019 Page 1 ID:Id_OOXyyT618i TXo1)wHHzefvK-XlmtuHCmOMOxukEr fh8nDyRfrSJVy2v8DxkldydOxF -14-0 1-10-8 2.7 7-0.0 1-0-0 1 1-1% O-9-21 44-6 I 3x4 = l.JX4 II LOADING(psf) SPACING- 2-0-0 cSl. DEFL. in (too) Well - L/d TCLL 20.0 Plate Grip DOL 1.25 TC ' 0.34 Vert(LL) 0.22 6 >384 360 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.23 6 >359 240 BCLL 0.0 Rep Stress Incr YES We 0.00 Horz(CT) 0.07 5 n/a We BCDL 7.0 Code FBC2017/712I2014 Matrix -MR LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP 240OF 2.0E BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-D-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection', in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 166/Mechanical 2 = 36010-7-10 (min. 0-1-8) 5 = 87/Mechanical Max Horz 2 = 164(LC 12) Max Uplift 4 = -105(LC 12) 2 = -78(LC 12) 5 = -7(LC 12) Max Grav 4 = 166(LC 1) 2 = 360(LC 1) 5 = 118(LC 3) FORCES. (Ib) 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 2, 5 except (jt=1b) 4=105. LOAD CASE(S) Standard Dead Load Der. = 1/81n PLATES GRIP MT20 244/190 Weight: 271b FT=10% a..m mwo.u,.:ew•.n awzmumest'ae.l�].c.axiom_Tayvw.Aacaivmm�aweTweenr6x✓x?Tawwmcoa6t<xrm.n�.aa.wr•��.�w.«a,m.,.,a, r�,�.. o.�aam"�v nwr.,ew Q aa.d�5 e,mom,.ao�mweem.ww„w.�.n.maQ,a.mo..,.ra+.+�. m..udmmfia„wtrwTm a.me. u.T,,,n m+i�w:.. ow.ayare�W a. e...+e,.,rmo..w®o.. MaiweI MaAnaz Py. eaa.+a✓++.O cmw+aMao.wxsaawy�,TMawsamemTmuM.rum.Two.las.wm..am.x�ma.wa.,.:.nm+�r..au.emn„me.mre+vc�e.,s�nnwefir- 9d11V w.., 6.amw..m.mw.c.+..a.ear.no-.,,ne.rum„a..us.wrec.wmx.vme..wma.Taaw.+xe.mumamrwa d6.rrv...:mm.Mm.�o:•ms+n eu:e..aaw,�mae.m,r+a+> o.v�sm..acw�.uw. m„mexon 462b Pd,R.e477 vsn P^mw aTm wwrw,av,•maaw�r.,ga,.e.ewe m�xnawba�wmmw�tascnp�weh naaxn..ns.nmemrw��awuma� m,menvwmwm,n+mn.w m..�a.rum,.aer,�acememr�...e,mmm.awb+no.aimww.ta ewes 6;e'.�m,oxo7me+w.e:4!.iwPT,p.firti�r^ervmasr,a:N SICbuL. rL 34771 .evN vMwmfMmiclm] Tom,.Cq.mNCa,i6/.iRMTrvvw—PmWWmtlam ianma�4 Miq R,M18pM0etl VJvnn¢e�NNn Mm+ rJ ,RaalrMra: Job Truss Truss Type Qty Ply WRMSCM1560BIL T06 Common 4 1 A0286726 Job Reference o tional 10 s May 18 2018 MTek Industries, Inc. Mon Sao 16 15:46:55 2019 Pa0e 1 48 = 6.00 12 4 1.Sx4 11 318 = 1.5x4 II 3x8 = 1.24 9-0a 14$ 7412 ]-17A LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.09 9-10 >915 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.07 9-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Hom(CT) 0.00 9 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MS Weight: 69 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. M1Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 415/0-3-8 (min. 0-1-8) 9 = 415/0.3-8 (min. 0-1-8) Max Harz 10 = 147(LC 11) Max Uplift 10 = -194(LC 8) 9 = -129(LC 13) Max Gray 10 = 415(LC 1) 9 = 415(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 3-4=-95/251, 4-5=-95/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=194, 9=129. LOAD CASE(S) Standard nriw M'M1 RCpYTRVSSEb ('SELLEli1, GEHERA[.IERY&sM.4bfdTIWS WbYMJE4 (!BWERYKNIIWIIFDGMENTfo-m \W WGmgn p.mvlwf mtlwG.neb.mip Srvp rbtp.Dnvm9 SrDD)•wM QAYnb �W®Ey ErgcwrnM1nnwtlualLlun w.UMnad>wa.L YeVJm Pr ND.dry AAtaaam,simplYp Jia9b,uJ b,MTN}bb wW b�Tram0.agn Enpsw,iy{y S��tl„Iy.Ep�,j. p�rtlm�!ytppmwrn,Y v, Mawal 102 P.E. caYxaINM{e.Wm'NMV•n9�maa+W+/bMbYi^dMvgYTrvnmdNOanP.eIDDaA'.abvTGFl.il�a ��mcFmrybsL9 emYfw.eWaYtlyd'/mdYNTxnlwwry6dl%NbPa rtmnW%4M o..cwo.r /N7b11BL .aa.�.awntYBmWD.gw, w.mwerbsGge.nc,bwe.u�aaw.a rR�1.Tr..u<.nxe.TOD w ae,.nw..[u,avEmMe. m*w+beam..aw.a.imaa..mpamar n9nsnm :aa_P+s-n D•+v+.ms cros,en TDO e.a�.-m •,eve'+..arose.s+w<owm+smnwm.wa�ta�lw'�hTw:.assca...m..paa.wM+ma.w.: Tw.. as..»,nwa+a�..m 4620 PaAY,ev Or .mb.pe. o.vas,emwlF�e+.e.+avwe+..sue....,..n.n.a.w..bs..atisco�,e.E.�..u„p.,b,.xandwe..b.m..tln.ey+srt Era:�.a1me.D�ma.?..=I®nn,T�u.. enrs a^ea«,m.ye.w.a:.N $ICloud�R 3471 'tm`1atl WT/wmMW9NTP41:Gm,+yMCA16Pl PmITMM�PEt/S'w4m NhNf muvmnl V. m/b:E,:PRS.DbGMmi, Pa wrOmPmmxmI�NM1 RztartneR Job Tmss Truss Type qty Ply WRMSCM1560BlL T06A Common 1 1 A0286727 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altmss.mm Run: 8.210 s May 18 2018 Print: 8.210 s May 182018 MTek Industries, Inc. Mon 4x8 = 6.00 12 1.5x4 II Us = 1.5x4 II 3.8 = 1.2.4 1.6a 7-912 ]-11-8 1-0-a I 6.7-a 4 12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.09 7-8 >900 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.07 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 7 n/a n/a BCDL 7.0 Code FBC20171-TP12014 MaMx-MS Weight: 65 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 322/0-3-8 (min. 0-1-8) 7 = 322/0-3-8 (min. 0-1-8) Max Horz 8 = 135(LC 11) Max Uplift 8 = -98(LC 9) 7 = -155(LC 9) Max Gmv 8 = 322(LC 1) 7 = 322(LC 1) FORCES. (lb) Max. CompdMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-129/283, 3-4=129/283 WEBS 2-8=-208/305, 4-7=-208/304 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=4.2psf; BCDL=4.2psf; h=15R; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except Qt=lb) 7=155. LOAD CASE(S) Standard M'A. 1iWFTN1SSE8('BE1tEA}, GE EpFI YGFM8m044Wi1d18 W6YpIcA rsenmcmEo¢uExr pmn.\e✓/.Mgnpuner• W Mmb.mbv Trmdaynp,.aN911W) W Om Q�.i^>wVM.w+n Bc.�!rE,gLLwi�a4rrn ewlbam w.uamce.�... eemma.m9.whwmmuwadmawe.,,..evm.momn..cs aaltinu+b�s.w«wa Pa sx aiE.99�Awam.]iwnp.sa.n Manu0Ma4mez. P.E wvcwuawwae�+.v+wm+owMearoa..sae....cw..,e,eu'.arrua.icoep. iwmm..>raa..9n.wac.a.�»w.aaaun: wuauv.evsawi vtrrr%�a�e.�cwwsra» vr.w.9woww..w�aa+a> �sn»m..®.,.wu..meaay.oinwmc...smxs�v.w..am.e.ic.•any'aaa.mo.awnwwam.T.w.:.r-wvcr..�a+ro-a.*.w. n,.w.w,.ae.�varre.,..,,w.aap #047182 'mew P,w^ah*e,.w..wcw,o-mw wus m nv mo.ww.mero.....,as.wuti.sfwa.un9caro+Mmswn.nonnnen iascnw�wnm.w sscn.rem,...xwma+,a cse..w. e.nmeon,vuowrara...+e <62laA wi..aw �,,.. u:9.a.6pmetle Eiglwwrgi sdrrm.,:w.wm,..n.e.�..eN4cmv..a.9n.ewa:.w+•a4aow.swm.a.tr. sv-a.+r �s�axm,n.ewe'w aww�. ,L,e.6wm.Env�+waxr6mW. a SICbu4 FL 34I ]11 R. -emS1-M Yme»wNb�OFTRI.GkLrmy1tl N16 lfbatwn-rtapWymdPafmm�tpglmyewanLNG.O,Mbw¢�Cmr.am.aYl Rm,i�.-. Job Truss Truss Type qty Ply t WRMSCM1660BlL T06SGE Common Structural Gable 1 1 A0286728 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, desIgn@a1truss.com 6.00 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Us = 3.8 = 3x8 = 1.24 9 a0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.09 9-10 >915 360 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.07 9-10 >999 240 BCLL 0.0 ' Rep Stress Ina YES WS 0.09 Horz(CT) 0.00 9 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 415/0-3-8 (min. 0-1-8) 9 = 41510-3-8 (min. 0-1-8) Max Horz 10 = 147(LC 11) Max Uplift 10 = -194(LC 8) 9 = -129(LC 13) Max Grav 10 = 415(LC 1) 9 = 415(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-95/251, 4-5=-95/251 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=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces 8 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)All plates are 1.5x4 MT20 unless otherwise Indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 7)' 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 2-0-0vide will 8t between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)10=194. 9=129. LOAD CASE(S) Standard 16 PLATES GRIP MT20 244/190 Weight: 84 lb FT = 10% ©Flm�muai0nby,.::.»•n, aoovTavxaE6{•seat 9. aEneau resun.w.zM�morvscuetcwea rav+tmseuiow�earutm-mrm.vuW aew r°•«wv aia,..erewmm�.T.,..M�ww..m nuPt.wew swoab Ev'+�«rem.mawmara. u... uawmwra.:umeamntoo. w+r.v+N•win.m.ew�awae..rea.asimme..ra w.i�,.,a w+E•u Aa 4a t:acwr-e,rt'�wd. e,..w a��YTm,.a.omn AWuel ZP.E. eewoea.m�✓r+ws.awrem�ns.u.mynmaevy*Txnsauamvi.moa?r.w.�m1. Tn. s+w e+wroar maro.aeew;umeur..amara.med.•v�w•�cem.,remreuswa. tlN017161182 On�.NOwaIt �.CvieO�.MOA�&i4aaN�[FtlreaNa,tlCt fnG f�RC, lv16vM'am.LM1FH.Mt¢o•Ymn�lW�,ie+fbtluetlMTrvx.YdMl�+!�A.a>*V�._�aMesi„d ✓®omvabA�n+w�h ?+m. p+emoe,a+..�acwmon rew..rm.e.rmawr.wam*�+�ure�we�ro�+�mnemm�nre tesww�revttm.,aasxn.. w.�.mwam•,c+a�+ vwlmm.. a.,.rew.nieu..w 46MP�. Or �en:smeaT�a.P..c®,sm®IhE^vmFoa Tnmu..n,e.,.,,w...m..v.a•.,wti�a�u.a.�.erwm �.�at�mnrt+..•�wvs.n.cy..sav°-•.;:i...gtmrne�/4'aw.®,..vT�war?re E�ewm✓«n°W#mu.N BICIouQ FL 34711 r+a+n�=ewmam.vomru�enTvri cronMnaziiiwY aowThmsa-her�wummaeuomewrounw'rwinaonunno-a„m��mnmo.wenw=++tls+msr ao'o,rrmmt Job Truss Truss Type Oty Ply WRMSCM1560Bl L TO7 Common Supported Gable 1 1 AO286729 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15A6:58 2019 Page 1 ID:Id_OOXyyT61Bi_TXo1jwHHzetvK-Po1OkeFG4auNMLXCDU14y36Bo4vDRIFV3rvyROydOxB 3-&14 7-5-12 ' 3-8-14 I 3-8-14 6.00 12 44 = 1.5x4 II 3 1.5x4 II 10 9 8 7 6 1.5x4 It 3x8= 1.5x411 1.Sx4 II 1.5.4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) nla - n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - We 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 6 n/a n/a BCDL 7.0 Code FBC2017)TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 11, 12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. All bearings 7-5-12. (lb) - Max Hom 10= 29(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 10, 6, 8, 9, 7 Max Grav All reactions 250 lb or less at joint(s) 10,6,8,9,7 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (fie) 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=4.2psh, BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6, 8, 9, 7. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 91 Ito FT = 10% QIigma..n�"p�M""�M.. M•},I1ttYSNJe6EGy'6EAtE#} GENEfl.LL.TE0.Y6 aOFGkY1RIM6CU6rONER C6"n'EF]?C.pMiNLEOGNENi-lam.YW/agnG.�am nS,rlwYson Bb Truappn O..nJ nvmeb W STVEquy�l�.Nm WIYbnw.11MvcMn•vm�w6'alW.uMµ mme[lwdtln Mtl buf�lb@wiW Pb NG .Y.I„m DnL+�E� niPn&.mTY E,9tiU. 6.e wYmMlCD nlnas�bn r%ilMIr.161WA9i, P.E. an. way+�a�:a,.mwwrntrwmma.w+a.n o-owaa�mTooatr sa.Tnr,u.mmu.aama m+wm�s.a,s mdrraawmarrvna.�revse+vee.,aeo-,¢Waw d047182 w....m.amm..wa�aas...a..n. a,mqu:s... na®emawa¢n. V,�wfimu�y.w.ro mr.rn.w.o++awmo.a.rzwawaa.n.,...wavx.�v..wa.,.nruam,.ae,..�vwan.a.�.aaer nmeru¢mm o=.aye+mucmma,w. ,dmwavwnwwroo-rowwca�.wsw.w.awes,m�aw�ammnu.erary„wm,Rsoswn•uxnTn.asua..Ru..w�mw�+v�w�a� a,:.sawn,cowry..r.6uimrE�ro�^•.!wTrv+aww,aw,va..: w..v. n.r,nasrcum.vr+p.dwm.:�v4r6w�.::�re1 Pa6�arEmx...,.error.e.aacarvmwrw.Tnraaw.m..mmrvw4Par tk swmEr11w,M SlMud, FL A771 r.,aa.mum,....xrmnir+a.dam.6crawT,..,..-reoaewa.aui.ar�n n�rromamro.a.amneaam,.wm+aew.ara-, nwrw.n Job Truss Truss Type Oty Ply k e WRMSCM1560BlL VMO8 Valley 1 1 A0286730 Job Reference o llonal A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46!58 2019 Page 1 ID:ld_OOXyyT61Bi TXoljwHHzefvK-Po7OkeFG4auNMLXCDU14y364R4sCRm1V3rvyROydOxB 4-0-0 6-0-0 4-" 2-0-0 3x4 = 3x4 = 3 4 2x4 G 1.5a4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Gdp DOL 1.25 TC 0.54 Vert(LL) We - We 999 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) We - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a We BCDL 7.0 Code FBC2017/FP12014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purins, except end verticals. BOTCHORD Rigid ceiling directy 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 = 19315-11-8 (min. 0-1-8) 4 = 193/5-11-8 (min. 0-1-8) Max Horz 1 = 70(LC 12) Max Uplift 1 = -46(LC 12) 4 — -58(LC 9) Max Grav 1 = 193(LC 1) 4 = 193(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and GC 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. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 20 lb FT = 10% Qw m.+o..MY,.....w•a.+amvrrwssEsisE[rEn'f.cErxaaaaEuua.wsrnmna.swsrmlxTuwmw�oeuExr a...vwd.m�r.m.xA we.e�wm.meb T,re. n,.a 9,.+n troo�.,ae. �n.e�e y.�:ream.. aMelEa9nFe lhYo a,wvatbbm0�t09.a+Yµwwwm«lumma Wla weaa.Tmma.se..ti.T.,®veB� Enpw.n'q Gam. d:'YF�va..J.>+..+m.�rT9o�.w..e�be, Manuel TIU P.E. aem.r.a+e.e�.x.uwi,•rov.mn'n.we..V+awemrT�aa,mwmee'Twwr,.,e.Te,.r.Tnesroi�s�msawem�w.w..+ab.am.mv.T ntr.�raaa.�.om•mraew 9N0CT1B� a=m.wo.mr..m..�maw*+ N�+v na.mmran.ex.wme.ewws9we..�e Tv.rM�+wwToownmr+,nwaanTw.':ssro�v,mannu+.b..awmw3e.s.,..�.mnY 6620PVNlew Dr ;wv.9wa�E .wt«�r..e.mw.'d.mq.aKmt�.:.•masw>,Mmm.a.mv<w.w.r�F.im"mteswwx+.wtYTe,.,asun...+r..,wws+�.aeWaR.,.. mram...me,e:owme.e.ro banHdnT�¢mr. 6yNi41rEwmiwitl Trv3/1dmFzmert.w�M�e1<Ne�ekh,NMiCaaA.fia�.wrq^^xPd+vh'feGM MMraiYH SUE^7+�.�YNOTMBinWgUM1®w1w.TmabMY�99°A^rNMa�@fb $Ie101d,fL 34771 'LNNteOmima�af LpYFiK1Kf.CeppJ119 b113 Mf PONTw„f-WrycGY[W+dQYONGwvq.MmY1NCANa1�'CM VT'mNM-�C'M M�9ab�+Y F.4ifb YwwJ dob • Truss Truss Type city Ply' WRMSCM1560BlL VM10 Valley 1 1 AO286731 Job Reference o tional A-1 Root I ruww, Fort Pierce, FL 34946, designtdatiruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:59 2019 Page 1 I D:Id_OOXyyT6lBl_TXo1jwHHzetvK-t_Zmx_GvmOE_V6onCGJUGfK8UD3ACLeiVeVzgydOxA 2x4 G 5 1.5x4 II 1.5x4 II 1.5x4 II LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vart (LL) We - We 999 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) We - n/a 999 BCLL 0.0 Rep Stress Incr YES WS 0.12 Horz(CT) 0.00 n/a n/a BCDL 7.0 Code FBC2017frPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOPCHORD Stmctural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 8917-11-8 (min. 0-1-8) 4 = 111/7-11-8 (min. 0-1-8) 5 = 335/7-11-8 (min. 0-1-8) Max Horz 1 = 147(LC 12) Max Uplift 4 = -51(LC 12) 5 = -155(LC 12) Max Grav 1 = 89(LC 1) 4 = 111(LC 1) 5 = 335(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-275/117 WEBS 2-5=-272/418 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=155. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 31 lb FT = 10 i4awgaw.pN/n.w»xfnao[iatsaEepc24ERj.cEv, \:iEuus waoawmPxs cos'imtlEvtewEc'fuWloniEwdJexr,mn.lwryaagn puv.Mw,mwmuw.a+cnuaawpnb.vMpn�]+^4M 1 Eo.o.+rEm nenva w.ima. w.u,svicewv:a m.e Too, YM+....m�,.esdm..wa„wvwrwwa.+e.A.e Twv onm E+row.manasame, Eagb�u). v...aaew Toowmzwna Q .ttdINEI0471&2 PE +...rn.am..�w.e,..�.aww,,.ew..wd.s�w w.,Asomae.,mo'h.w.m,.Tn.aw+om,e.�..+oww.w.m.,.ws+w.b..mE..w..v.vaaawee.,ww,ux, m.w eana2 Oay.W OneY.eaxuCrM hdY g0.ga Owmmntlbe.Cbl3C.tml b+i±W mYMlf4f.Tl�agvaY el P�TIX1NgY,sdasTw.•eWnq MCis.+aM n.mabnwCbw+4MYtavwra,W.YWv ✓an Teo.em.w.a=...ww��,ev.ewune�wuwn�smnnrtm,vmn 46MPe,WWi m•eswo.. ,imi,cw.wa>ra„m.acae maWw .neeMTnem EscA.r. w,..rcarorva.n+caw- Tw,mu,.evwmramarbn.w OA'wtltln irvnC,^%M.EPa•aXr£nB'w.raNTm AlMmuv.wWra9.aiPy!�WLyGarlMNmtl e�^:na^WNPAANWImMw6.M61'wW4EgbrttlflMM6��lI^9a:3�.�mTrvp6iWmE^BTw,WM�W. AA CWE�FL U3I%r1 $I R LapP6a]wmat�wm[wY LPL Cbp NOMii RaiTrwoef �P¢�W.a,mdM6iemianlNmylam:.6pntiti,MwAc.lenwiMm.�m,gAYlw9iwaa.'- Job Truss Truss Type pry Ply . ,. WRMSCM1560BlL VM12 Valley 1 1 A0286732 �J.bRf ... ce (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1tmss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 1615:47:00 2019 Page 1 ID:Id_0OXyyT61Bi_TXo ijwHHzefvK-LB799KHXCC95cfh_LvoYt UCUVuYMveLnX903VHydOx9 10-0-0 10-0-0 2x4 5 1.5x4 II 1.5x4 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vart(LL) n/a - n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end ver8cals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 1 = 12419-11-8 (min. 0-1-8) 4 = 145/9-11-8 (min. 0-1-8) 5 = 414/9-11-8 (min. 0-1-8) Max Hom 1 = 188(LC 12) Max Uplift 4 = -67(LC 12) 5 = -190(LC 12) Max Grav 1 = 124(LC 1) 4 = 145(LC 1) 5 = 414(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=314/128 WEBS 2-5=-330/474 NOTES- 1)Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Provide mechanical, connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at —lb) 5=190. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 40 lb FT=10% N*mo h».•atmwsaEsraecftrs�.cErreau+Eums.�aca+orc wswxTa.:x reu+'Em errommrmExrf v+MmrY�+�.. w,..+.mwww.r,munwa,+Yan�JY.w T. Qri,ar F.xL'.IyEy..vMrtrc. Welkalq.-YM Wn.aYw.a WMG ATfA aq/Ipw m,uYuddnYalb�nM4euiIDbb YG Ae.Iwa Cevq¢Fnpmr,rytu. kYstl.fp Enyh�wj MpYmmrylODfp.mMn Manuel MaNro; P.E. .�EnudMAWebW�gve,n9��:Ybns GMAW .�JNTw Nptld TODmY.,mOVTPFIIMbePIVIDOVY.s.NVS^imMtinyrY}W.dusclMTrv�,Nnl�gb,Mm¢a.W✓JdW M 9..NiYC.fpafrtl�N�M�W M1IODNwpp.tre..MG�Ty�amLNlAf.lM6pa�+�dMR10NM4W WbT.r..i41S a.�T+9. N'N.nvtlYawC 4bRO PBIMNEW D! eaxar.Tm.a.y+%er>.�rf^e�.,ar„�rw.m..,ma.. w�.we.�wx.c; .u.m.aw waa.�wmNw..s+w.u.iaseabFm.,�:r+m e.aa�,v.�..fw.ow.xrY�ero�..fmw '•0�'TN 51 eWQrL ,}rirl 't�NJ�lCbensa.nCY4ad.NSRf Wp/i„+N930t0A lhx(TnAw-AY:cMtla,lAJe4tNmRlmRbwGl.Yq.hm41,MM,IN�fgnMmmnT}tlM,AW iweeY. 560B1L 4 4 3x4 G 124)-0 - - - - - 124)-0 UA II 1.50 II 3 1.5x4 II LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) We - n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 153111-11-8 (min. 0-1-8) 4 = 174111-11-8 (min. 0-1-8) 5 = 503111-11-8 (min.0-1-8) Max Horz 1 = 229(LC 12) Max Uplift 4 = -81(LC 12) 5 = -232(LC 12) Max Grav 1 = 153(LC 1) 4 = 230(LC 19) 5 = 503(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-363/149 WEBS 2-5=402/545 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=232. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 48 lb FT=10% Qw,u anaW.Y�.:..ar•<l woormUsaEsfseutml,euaxufruua reaallortuxswSTW:a('eu+f+'iar+ra�cvwW�manm.W+wwmronmmrim o,a+m.�wnml«a.+ r 4'+abr+nbm�nm wte.e..,..ati.oew�nn maewn.mP,iry Mam�el Ma6rez. P.E. Kti+mmmp�a �sm.fba.�roe.m0.i+:•ims R.Q. Engnwhy M.ax®helwtif.ee ximv��wnpw.:+.n emu�a mePd.muwa.g.....�v,.,w�.a�brmwa.�v..awe.v4nus..aacua tov.wa(. .rye.4*�+<s.vn.n.�pm..,os�vmrnrvnaw..vxrwrnaue irvn+wvrouue��abwymw. p041102 a....w a.r...vev.e.n+era..mr+vo.•'e.cnwmnuan. cc.wrec.awm+asmw.a m.,. i..vm.+ea.mo.a.mw+...cowl.®.:ts.nova.�a�o.•u�y...�ew.eo,.ae..,.swaa.e,wr+✓.�+i ae�eu�ad�.n+a t:.n.m urowmm mmow.awrwvmrwavw.a.+da.%me*v�w�anuna..wnaemlesW <620P� er wdaneeMmNSSGs.nin.mawr9�+ew�+, tw,.a.w.wm,m•wa.•.w wr de.r;,,,.o..�yw.sa.«mF.vi.w.�e.Trv..u..�mww..aawoe.I.:e.as��.aW..esn.am..aw+�..xnvhA w.nsn.r:e mawu.0 Ew,.i...xme. e.acreo•.�axrv®ar.��ro+m,ar+�ra�^c'.. on' SICIwE. FL 3d111 «. �mm.wn¢�4eCY,ih1 O[pgJYOA,6n IRa#i.mea-Wpufema MGwnr{nwy q,ga[+eNd Wfl PewM{amxnda, izlrm,e y JUNE 20, 2019 I TYPICAL HIP / KING JACK CONNECTION I 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 772-409-1010 Attach Er w/ (4) 16d To & (3) 16d TOE FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772-409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1' - 3' MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN. THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE (SEE SECTION A -A) TRUSSSES @ 24' O.C. 2X6 DIAGONAL BRACE SPACED 4B' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - IDd COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 15d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE \BRACE AND THE TWO TRUSSES ON \ EITHER SIDE AS NOTED. TOENAIL \ BLOCKING TO TRUSSES WITH (2) - \ 1Dd NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - IOd COMMON WIRE NAILS. ENO 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 FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X- SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: - FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF IDd (131' X 7) NAILS SPACED S' O.C. - FOR WINO SPEEDS GREATER 120 MPH (ASCE 7-9B, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF lOd (.131'X3') NAILS SPACED 6' D.C. (2X4 STUDS MINIMUM). MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE I 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. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED \S ARE NOT ADDRESSED HERE. / STANDARD GABLE TRUSS URAL TRUSS 3�n.1 AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING 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. 12/23/19 PIGGY -BACK TRUSS STDTLO4.1 A-1 ROOF TRUSSES 4451 ST. 4UCIE BLVD. FORT PIERCE. FL -34946 77246671616; 180 MPH WIND, 30.00 FT MEAN ROOF HEIGHT, A.S.C.E. 7-10, PARTIALLY ENCLOSED BLDG. LOCATED ANYWHERE AT ROOF, EXPOSURE C, WIND D.L = 5.0 P.S.F. (MIN.), KZT= 1.00. OR... 160 MPH WIND, 30.00 FT MEAN ROOF HEIGHT, A.S.C.E. 7-10, PARTIALLY ENCLOSED BLDG. LOCATED ANYWHERE AT ROOF, EXPOSURE D, WIND D.L = 5.0 P.S.F. (MIN.), KZT= 1.00. IMPORTANT NOTE: TOP CHORDS OF TRUSSES SUPPORTING PIGGY -BACK CAP TRUSSES MUST BE ADEQUATELY BRACED BY SHEATHING AND/ OR PURLINS. THE BUILDING ENGINEER OF RECORD SHALL PROVIDE DIAGONAL BRACING OR OTHER SUITABLE ANCHORAGE TO PERMANENTLY RESTRAIN PURLINS AND LATERAL BRACING FOR OUT OF PLANE LOADS OVER GABLE ENDS. MAXIMUM TRUSS SPACING IS NOT TO EXCEED 24" O.C. DETAIL IS NOT APPLICABLE IF CAP SUPPORTS ADDITIONAL LOADS SUCH AS CUPOLA, STEEPLE, CHIMNEY OR DRAG STRUT LOADS. *"REFER TO ENGINEER'S SEALED TRUSS DESIGN DRAWINGS FOR PIGGY -BACK AND BASE TRUSS SPECIFICATIONS' PIGGY -BACK TRUSS. (REFER TO ACTUAL TRUSS DESIGN DRAWINGS FOR ADDITIONAL INFORMATION.) i$l OPTION NO. 1 - TEE-LOK 3" x 8" TEE-LOK MULTI -USE CONNECTION PLATES SPACED AT 4'-0" O.C. MAX. PLATES SHALL BE PRESSED INTO PIGGY -BACK TRUSS AT 4-0" O.C. STAGGERED FROM EACH FACE AND NAILED TO BASE TRUSS WITH 4 EACH 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHEIVE MAXIMUM UPLIFT CAPACITY OF 377 LBS AT EACH 3" X 8" TEE-LOK MULTI -USE CONNECTION PLATE (MINIMUM OF 2 PLATES). OPTION NO.2 - APA RATED GUSSET: 8" x 8" x 0-7/16" (MIN.) APA RATED SHEATHING GUSSETS EACH FACE. ATTACH AT 8'-O" O.C. w/ 8 (EACH) 6d COMMON (0.113" x 2") NAILS PER GUSSET: 4 (EACH) AT CAP BOTTOM CHORD & 4 (EACH) AT BASE TRUSS TOP CHORD. GUSSETS MAY BE STAGGERED AT 4'-0" O.C. FRONT TO BACK FACES. MINIMUM TWO (2 EA.) CONNECTIONS AT EACH TRUSS. OPTION NO.3 - 2X4 VERTICAL WOOD SCAB: 2X4 SPF #2, FULL CHORD DEPTH SCABS AT EACH FACE. ATTACH AT 8'-0" O.C. w/6 (EACH) 1 Od BOX NAILS (0.128" x 3") PER SCAB: 3 (EACH) AT CAP BOTTOM CHORD AND 3 (EACH) AT BASE TRUSS TOP CHORD. SCABS MAY BE STAGGERED 4'-0" O.C. FRONT TO BACK FACES. MINIMUM TWO (2 EA.) CONNECTIONS AT EACH TRUSS. OPTION # 1: TEE-LOK MULTI -USE CONNECTION PLATE. OPTION #2: APA RATED GUSSET. OPTION #3: 2X4 VERT. SCAB. ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS. PURLIN & CONNECTIONS BY OTHERS. BASE TRUSS. (REFER TO TRUSS DESIGN DRAWINGS FOR ADDITIONAL INFORMATION.) PURLINS SPACED ACCORDING TO MAX. SPACING OF TOP CHORD OF BASE TRUSS. SPACING IS NOT TO EXCEED 24" O.C. & PURLINS TO BE LOCATED AT JOINT OF EACH BASE TRUSS. •" IMPORTANT NOTE •. THIS DETAIL IS VALID ONLY FOR SINGLE PLY BASE TRUSSES SPACED AT 24" O.C. OR LESS. JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 VALLEY TRUSS (TYPICAL) SECURE VALLEY TRUSS W/ONE ROW OF 10d NAILS 6' O.C. GABLE END, COMMON TRUSS, OR GIRDER TRUSS ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF WI TWO SIMPSON SDS25412 (1/4' X 4.5') OR EQUIVALENT WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A 1. NAIL SIZE =WX 0.131'=10d 2. WOOD SCREW =4.5' SDS25412 SIMPSON OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NOS -01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. BASE TRUSSES ^' ^'-E END, COMMON 8S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT= 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6112 CATERGORY II BUILDING EXPOSURE WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. r FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL 1 STDTL06l A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 SECURI Wl( GABLE END, COMMON TRUSS, OR GIRDER TRUSS GENERAL SPECIFICATIONS: 1. NAIL SIZE=3'X 0.131'=10d 2. WOOD SCREW = 3' SDS25300 SIMPSON OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL •A•, 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NOS -01. 7. VALLEY STUD SPACING NOT TO EXCEED 48'O.C. I I II I it li I II Ii BASE TRUSSES VALLEY TRUSS (TYPICAL) VAII DETAIL A (NO SHEATHING) N.T.S. I ,c SEE DETAIL'A' BELOW (TYP.) ATTACH 2X4 CONTINUOUS #2 SVP TO THE ROOF W/TWO SIMPSON SDS25300 (1/4' X 3-) OR EQUIVALENT WOOD SCREWS INTO EACH BASE TRUSS. EV TRUSS (TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3112 MAXIMUM 6/12 CATERGORY It BUILDING EXPOSURE WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24- O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. JULYv17, 2017 11\V J�.7LlJ V P'1LLL_ 1 JL 1 L.JL_ I AIL (HIGH WIND VELOCITY) STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7-1 WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE:' MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24' O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UNL­ ......, .,. 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 SPFS SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 61`12 PITCH BOTTOM CHORD NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6112(MAXIMUM 12112 PITCH) ono FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL 1 STDTL08 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772-409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/SOd NAILS, 6' D.C. VERT STUD SECTION B-B TRUSS GEOMETRY ANO CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' D.C. MAX. SEE INDIVIDUAL ENGINEERING ORAVINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES * WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS (4) Bd NAILS MINIMUM, 3X4= PLYWOOD SHEATHING TO I- 2X4 STD SPF BLOCK * v DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. / 1OT. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF - SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF IOd NAILS SPACED 6' OZ. _ S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.C. S. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2XG AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE S. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE p7 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X311' AND 0131'X35' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE (2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP#31STUD 12'O.C. 3-8-10 5-6-11 6-6-11 11.1.13 2X4 SP M3/STUD 16'O.C. 3.3.10 4-9-12 6E-11 9-10-15 2X4SP#31STUD 24'O.C. 2-8-6 3-11-3 54-12 8-1-2 2X4 SP N2 IT O.C. 3.10-15 5&11 6E-11 11-8-14 2X41112 16'O.C. 3&11 4-9.12 6&l1 10&0 2X4 SPE 24'O.C. 3-14 3.11.3 6.2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3- REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' D.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER SOX OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. ROOF SHEATHING xx (2) - IOd NAILS TRUSSES 8 24. OZ. 2X6 DIAGONAL BRACE SPACED 48' D.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLDCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) ENO WALL 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. FEBRUARY17,2017 I WITH 2X BRACE ONLY I STDTL09 NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 9U'/. OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2XB 10d 6' O.C. NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / 1-13RACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) BRACE SIZE FOR ONE -PLY TRUSS SPECIFIEO CONTINUOUS ROWS OF , LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIEO CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS NAILS WEB NAILS WEB I -BRACE T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 3494 772409-1010 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM ENO TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) WEB SC WITH (3) - 10d AB WITH (3) - 10d NAILS (0131' % 3') NAILS (0131' % 3'). ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0131' X 3') J ATTACH 2%4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d NAILS (0131' X 3') IN EACH CHORD ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0216' OIA1 USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - lOd OUTSIDE FACE OF CHORD INTO TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0.131' X 3') EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) TRUSS 2X6 4' - STRONGBAC� r (TYPICAL 0' �( WALL SPLICE) I (BY OTHERS) 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). BLOCKING (BY OTHERS) FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11 .A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 o.135 93.5 85.6 74.2 72.6 63.4 S in .162 108.8 99.6 86.4 84.5 73.8 ri .128 74.2 67.9 58.9 57.6 50.3 p .131 75.9 69.5 60.3 59.0 51.1 J 0 .148 81.4 74.5 64.6 63.2 52.5 ci ni VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0.162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X B4.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' 45.00' ANGLE MAY VARY FROM 30' TO 60' THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2X4) 3 NAILS NEAR SIDE NEAR SIOE NEAR SIDE 45.00' SIDE VIEW (RX3) 2 NAILS ANGLE MAY VARY FROM 30' TO 60' NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE 45.000 FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772- 031010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NOTES: TOE -NAIL WITHORAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S LD .131 59 46 32 30 20 Z O J .135 60 48 33 30 20 117 .162 72 58 39 37 25 J 2 0 .128 54 42 28 27 19 Z Z OJ .131 55 43 29 28 19 LU .148 62 48 34 31 21 J iA J N Q M Z .120 51 39 27 26 17 C-D Z .128 49 38 26 25 17 O .131 51 39 27 26 17 0 .148 57 44 31 28 20 M 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER ENO AS SHOWN. 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 133: 3 (NAILS) X 37 (LB/NAIL) X 133 (OOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO FOR WINO DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X LED COOL FOR WINO) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. *** USE (3) TOE -NAILS ON 2X4 BEARING WALL so, USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S ]E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW END VIEW 5, 2016 I TYP 2x2 NAILER ATTACHMENT I STDTL13 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0x4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTL14 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST..LUCIEBLVD. FORT PIERCE, FL 34946 772-409-1010 (4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES (4) 12d MAX 3011 (21-611) 2x6 #2 SP (Both Faces) 2411 O.C. SIMPSON H5 FEBRUARY 17 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15 DAMAGED OR MISSING CHORD SPLICE PLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 n2-409-1010 • IDd NAILS + IDd NAILS TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X (INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 3D 24- 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 20D7 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48' 3657 5485 3346 5019 2829 4243 2898 4347 • DIVIDE EQUALLY FRONT AND BACK 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 2X41 THREE ROWS FOR 2X6) SPACED 4' D.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C eta \ TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. S. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TRUSS CRITERIA: LOADING: 4D-10-D-10 DURATION FACTOR: 115 SPACING:, 24' D.C. TOP CHORD: 2X4 OR 2XG PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL ENO BEARING CONDITION NOTES: 1. ATTACH 2% SCAB (MINIMUM N2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (148' OIA. % 3') SPACED G' O.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. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. 11nI111-2/:1m 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.