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HomeMy WebLinkAboutTrusst a ram' A4 ROOF TRU55E5 A. MORIDACORPORATION Lu t�e� deeslg values are in accordance with ANSI/TPI 1-2007 section 6.3 Thserqsj��i& irenonUmber values established by others. 2E: Job 65959 Public Worlts A-1 Roof Trusses St. Lucie County, PL 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 customer Info: JWN CONSTRUCTION INC. Project Name: MCGILLIS RESIDENCE -ot/Block: Model: MCGILLIS RESIDENCE address: LOT 595 NETTLES ISLAND Subdivision: amity: County: St Lucie State: FL flame Address and License # of Structural Engineer of Record, If there is one, for the building. _ game: License #: %ddress: ' .,ity. 3eneral Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special -oading Conditions): )esign Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Nind Code: ASCE 7-10 Wind Speed: 165 MPH hoof Load: 55.0 psf Floor Load: 65.0 psf this package includes 84 individual, dated Truss Design Drawings and 0 Additional Drawings. Nith my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet :onforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. Jo. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date I A0035823 A01 G 1.0/28/16 13 A0035833 B04 10/28/16 25 A0035845 CAA 10/28/16 A0035852 F02A 10/28/16 14 A0035834 B05 10/28/16 26 A0035846 CJ6 10/28/16 I A0035824 A02 10/28/16 15 A0035835 C01 G 10/28116 27 A0035847 D01 G 10/28/16 I A0035854 F03GA 10/28/16 16 A0035836 CO2 10/28/16 28 A0035848 D02 10/28/16 i A0035825 A03 10/28/16 17 A0035837 CO3 10/28/16 29 IA0035849 D03G 10/28/16 i A0035826 A04 10/28/16 18 A0035838 C04 10/28/16 30 A0035850 F01 10/28/16 ' A0035827 A05 10/28/16 19 A0035839 C05 10/28/16 31 A0035851 F02 10/28/16 I A0035828 A06 10/28/16 20 IA0035840 C06 10/28/16 32 A0035853 F03G 10/28/16 i A0035829 A07 10/28/16 21 A0035841 C07G -10/28/16 33 A0035855 F04 10/28/16 10 A0035830 B01G 10/28/16 22 A0035842 CJ2 10/28/16 34 IA0035856 F05 10/28/16 11 IA0035831 I B02 10/28/16 23 A0035843 CJ2A 10/28/16 35 A0035857 F06 10/28/16 12 IA0035832 I B03 10/28/16 24 A0035844 I CA 10/28/16 36 A0035858 I F07 10/28/16 -he truss drawing(s) referenced have been prepared by MTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses, Ad. Truss Design Engineer's Name: Anthony Tombo III Oy license renewal date for the state of Florida is February 28,2017. JOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. -he suitability and use of components for any particular building is the responsibility of the wilding designer, perANSI/TPI-1 Sec. 2. 'he Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the :onstruction documents (also referred to at times as 'Structural Engineering Documents) irovided by the Building Designer indicating the nature and character of the work. 'he design criteria therein have been transferred to Anthony Tombo III PE by [All Roof -russes or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be part of the )roject's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional .ngineening responsibility for the design of the single Truss depicted on the TDD only. The 3uilding Designer is responsible for and shall coordinate and review the TDDs for :ompatibility with their written engineering requirements. Please review all TDDs and all elated notes. Anthony Tombo III, P.E. Page 1 of 2 A=1 ROOF, TRUSSES' A FLORtPNCORPORATION �E: Job 65959 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Jo: Seal # Truss Name Date No. Seal # Truss Name Date 17 A0035859 F08 10/28/16 75 A0035897 JN 10/28/16 18 A0035860 F09 10/28/16 76 A0035898 JO 10/28/16 19 A0035861 F10 10/28/16 77 A0035899 JP 10/28/16 10 A0035862 F11 10/28/16 78 AO035900 JQ 10/28/16 11 A0035863 F12 10/28/16 79 1 A0035901 A 10/28/16 12 A0035864 F13 10/28/16 80 A0035902 JS 10/28/16 13I A0035865 F14 10/28/16 81 A0035903 JT 10/28/16 14 A0035866 F15 10/28/16 82 A0035904 JU 10/28/16 15 A0035867 F16 10/28/16 83 A0035905 JV 10/281/16 16 A0035868 F17 10/28/16 184 1 A0035906 VM2 10121/16 17T A0035869 F18G 10/28/16 18 I A0035870 FG1 10/28/16 19 A0035871 FG2 10/28116 M A0035872 FG3 10/28/16 it A0035873 FG4 10/28/16 i2 A0035874 HJ3 10/28/16 i3 A0035875 HA 10/28/16 i4 A0035876 HJ5 10/28/16 6 A0035877 HJ8 10/28/16 i6 A0035878 HJA 10/28/16 i7 j A0035879 HJB 10/28/16 i8 A0035880 J10 10/28/16 i9 A0035881 J3 10/28/16 i0 A0035882 J4 10/28/16 H I A0635883 AG 10/28/16 i2 A0035884 J8 10/28/16 i3 A0035885 JA 10/28/16 i4 A0035886 JB 10/28/16 i5 A0035887 JC -10/28/16 i6 A0035888 JD 10/28/16 i7 A0035889 JE 10/28116 i8 A0035890 JF 10/28/16 M A0035891 JG 10/28/16 '0 A0035892 JH 10/28/16 I A0035893 JI 10/28/16 '2 A0035894 X 10/28/16 '3 A0035895 JL 10/28/16 '4 A0035896 JM 10/28/16 Page 2 of 2 Job Truss Truss Type Qty Ply A0035823 65959 A01 G GABLE 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: B.UZU s Aug 31 Zulu Print: B.uzu s Sep 13 Zu1b MI I eK Inaustnes, Inc. Fn uci ZB 11:bf:4s zulb rage ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-9McCuSTcZB5YeHbiESCXVUGfp2X01KNp1 DYu?WyOv6 1-2.8 0 3 8 5-9-8 11-3.6 16-10-11 24.0-3 24311 0 8 4-7-0 5-5.14 5-7-5 7-1-8 0- 0-11-0 4x6 Dead Load Defl. =1/4 it 44 = 5x8 = 3x6 = 300 II 1-2-8 24-3-11 10. 5.9.8 11-3-6 16-10.11 24403 2 -8 -1 T :6 5-5-14 5-7-5 7-1.8 0- 5 0.4-0 0-0.3 Plate Offsets (X,Y)— [1:0-0-7, Edge], 12:0-1-6,0-2-121, [4:0-3-4,0-2-01, [8:0-3-0,0-3-01, [10:0-0-9,Edgel, [10:0-0-0,0-2-121, [13:0-1-15,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.19 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.44 8-9 >636 - 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.63 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MS Wind(LL) 0.21 8-9 >999 240 Weight: 133 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except` W1: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1694/0-8-13 (min. 0-2-0) 10 = 1914/0-8-0 (min.0-2-4) Max Horz 10 = -164(LC 6) Max Uplift 6 = -736(LC 9) 10 = -906(LC 8) Max Grav 6 = 1694(LC 1) 10 = 1914(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2474/1063, 2-28=-2943/1347, 3-28=-2776/1306, 34=-2571/1193, 4-5=-2514/1148, 5-6=-3272/1386 BOT CHORD 1 -1 0=1 087/2498, 10-29=-1208/2498, 9-29=-1208/2498, 9-30=-1208/2498, 30-31=-1208/2498,8-31=-1208/2498, 7-8=-1140/2889, 6-7=-1140/2889 WEBS 3-8=-401/425, 4-8=-748/1572, 5-8=-819/526, 2-1 0=-1 106/687 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; 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 ANSl/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-U-O 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) except (jt=lb) 6=736, 10=906. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)156 Ib down and 250 lb up at 4-6-8 on top chord, and 27 Ib down and 39 lb up at 4-6-8, 19 lb down and 17 lb up at 6-0-12, 19 lb down and 17 lb up at 8-0-12, and 19 lb down and 17 lb up at 10-0-12, and 837 lb down and 413 lb up at 11-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90,.4-6=-90, 22-25=-20 Standard Concentrated Loads (lb) Vert: 8=-837(F) 9=-7(F) 28=-72(F) 29=-6(F) 30=7(F) 31=-7(F) Batty-Ileesenarty8yrztle•neY-I JoI FInssisrs(ltiriaiintliWSd(Ok'OII�rSP1Sf09(1PI8 jtOpP�A.:( itll'hre TrdrOr9ylvmAetsai rzkv!:sufusTn:sCssigafitvisTpG6}e/@tddn�l.lrrn O;Pilelrm;eS4Mk'ese vu 7dnse8nsisr sold. tioll)ZO slea rxaslalti<adtaneTmnnnut.IsITins n:nplttisvicu,sreedrytepnesyutsat any lon.,tpmemmwepmtartepreswniety yngnsaurybrt,i"sibsqesnsset0&ias Mnsy.atnina.It<a.lt.nurmtslub4arlams,smssddy. Anthony T. Tornbo 111, P.E. eM.ndaislrrssrrmkntnris lle ntpt.Jrrtyatu Oaaer, atOmVsad'asudagnmfle kifear Dtsips,n$e aaeadne n(.otn(.l ne lea3totdsg.tetdlnT.iseg7nedd1nlDR edmfieU.eelne trns, ialdagtsdlag,sarnt,n:nnane.atn�g shlknentymsddlytf #80083 ' Certl 9es aesxd(aAstm. EleansaaAnaefCnoasl§epanns.egtilrlantfneemeu16 m5etsllWroatlin;!(SI}pctlishd2110mrS1Gmsstera;dhrgnenttaidan. pFI&'ms6nt5lnsso4ties¢SeAiesoltFain:snnieta,Teossemgr5 .nnamlrnsnaotnmtrwess 4452 St. Lucie Blvd. el�iutaadlya(n4teapsdapnn adrcy IyeO peresintls$ Thins[ssip6pWnhtlnTSs7+7Ltgkst�ts,.Tnss SiRatyoen nary Isitla} W er Wwwas sets esladiaT141. Fort Pierce, FL 34946 t Capyright0t016A-1Rooflosses-AnthonyLTomboIII, P.L leprodualon ofthis dmameml, in any form, is pokibited without the voinen permission fram Al Roof1rosses- Anthony]. lemon 111, M Job Truss Truss Type (sty - Ply zo 65959 A02 Roof Special 1 1 A0O35824 Job Reference (optional) n F moor i ruses, r-or[ rrerce, ru sw ro, oesignLaa iiruss.com nun: muzu s mug ai zuT b rnnt: muzu s sep 13 zuib not i eK mausttles, inc. rn uct za i 1:b/:44 zulb rage ID:9vhGzpJNz3kTSRi_7ViMBOyd85r-eYAa5nUEKVDPGRAvo9jm2iptDSuOUjayGtlRXzyOvC- On3r8 2-10-8 4-6 8 , 11-3-0 14-2-12 19-6-12 25-2-1 25-�9 0-3 8 2-7 0 1 8 0 6 8-14 2-11-6 5-4-0 5-75 04-8 4x4 = 4 14 13 5x6 = 1.5x4 11 9 8 1.5x4 11 5x6 = 3x4 = 3x4 = 25-5-9 p-1a® z-10 a 1:—: 11-3-6 14-2-12 19.612 25-2-1 2 5 b-10-A 2h0 i 1s 6-B:14 2-11.6 5-0-0 5-7-5 0�315 Offsets (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud 30.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.16 10 >999 360 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.42 11-12 >735 240 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.23 7 n/a n/a 10.0 Code FBC20141TP12007 Matrix -MS Wind(LL) 0.15 11-12 >999 240 CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30, B2,B4: 2x4 SP No.3 S 2x4 SP No.3 2x8 SP No.2 2-6-2 CHORD tural wood sheathing directly applied or-3-2-9 oc CHORD ceiling directly applied or 4-3-5 oc bracing. Row at midpt 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11 = 1467/0-8-0 (min.0-1-12) 71 = 1334/0-8-13 (min.0-1-9) Max Horz 1 =-168(LC 10) ax Uplift 1 =-540(LC 12) 7 _-534(LC 13) ax Grav 1 = 1467(LC 1) 7 = 1334(LC 1) WEBS 2-14=-821/421, 12-14=-619/1280, 2-12=-1100/1863,3-11=-1590/1180, 4-11=-594/1051,5-11=-1016f700, 8-1 0=-1 304/2339, 6-8=-428/350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 2-11-12, Interior(1) 2-11-12 to 11-3-6, Exterior(2) 11-3-6 to 14-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 (jt=1b) 1=540, 7=534. CES. (lb) Comp./Max. Ten. - All forces 250 (lb) or less except LOAD CASES) shown. CHORD Standard 3284/1929, 3-24=-2006/1185, 1849/1199, 4-5=-1853/1238, 2616/1570, 6-25=-2620/1579, BOT CHORD 1 114=-603/1150, 3-12=-69/395, 1�-12=-1874/3226, 10-11 =-1 172/2347, 5,10=-359/697, 7-8=-1326/2435 14=-821/421, 12-14=-619/1280, 12=-1 100/1863, 3-1 1=-1590/1 180, Dead Load Dell. = 1/4 it PLATES GRIP MT20 244/190 Weight: 144 lb FT = 0% aarFy-rinnQarq�ratr*Qr•i I �BF 1dISS6{iOtEt'j,6FNE1Sti0tlS E 01F�IIIGlSG1Sf¢NrrPi9jan8GW ilY�itl1' laa radtar<.�rTararia,ma snaar�r nrr�T,�s hr:�,¢rmapo¢}wQrarQ,at T.Te�s,ra, Pi lrlen;es6sa7?aere ¢elnrahrvise mldn Qr T¢¢,nlr wlera,nmrtrnsmruarmramQeltaGlrntlassTnssorsgefeda eSTadthgomlksalnuyUktnsrmnmptwdbyadessimis'mllTnsshporanfit Too oy.mk111d.i[eaespnnaauss,maTyadws,mruas Anthony T. Tombo III, P.E. ' wlmdQislrvts!nrtrrsiltigltQerrspssQGdTdfaona,�0esotaahmdq�mdrde�orsiga,h?e adatdQr QF,tleIKalQr ls�lilZ�oG sxalM-I.tlrgprsdd@eT¢¢ril utfaOmdlMlsass,tdrangtcdta#s'eme,hse¢tl4r uahnaq sraole®ensien8tlryd #80083 Rx eEq Gngxr a+d ra!rzda. to ahssdMieQem¢ms nrpamesmapudwsdtie suet realaedsdrry�acma;t[5ry�tlis�taTln®asncordanea Fatenrdsce. ma 5ereserrrsa.sra!innmaassd Qa i,rs¢rns<a,rmssercga�mrncatmss Fasaetae,sdess 4451 St. Lude Blvd. raa.;aGorrlipaeuhMapua an sraNrarrnifiesln lrrt rums h ipurarseGlmsa¢e4oet,alnssslmaFgeradmgrdmea m®.are aasarr:a t®ievFl. Fort Pierce, FL 34946 Copyright ®1A16A-Itoalyrosses-AuthoayT.Tambo10,P.E. teprodoQionofibis dosement,inany form,isprohibited xdthoolthexrineopermissianfrom A-19ooELasses-AnthaoyT.Tomho111,P.E. Job - Truss Truss Type Qty Ply A0035825 65959 A03 Roof Special 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, designLaltruss.com Kon: a.uzu s Jep 1s zuio vnnc muzu s Sep !a zu io nn! ! eK muusines, inc. rn uca Zo i ,:or.•w Zu to rdye I D:9vh GzpJ Nz3 kTSRi_?Vi M BOyd85r-eYAa5n U EKV DPGRAvo9jm2ipt6SvpUl KyGtl RXryOvC- 22-6-13 0T3r8 4-0-0 11-3.6 14-2-12 18-3-1 21-11-13 22-3-5 0 3-8 3-8-8 7-3-0 2-11 Fi 4-0 5 3 8 13 0-3 8 0-3-8 4x4 4.41112 Dead Load Defl. = 1/4 it 1� to 24 �� r o 'o 16 "" 11 10 9 8 5x6 — 3x4 = 1.5x4 II 3x8 = 1.5x4 II Q-10-13 4 0 0 4 6�8 11-3-6 14-2-12 ,15-8-0, 18-3-1 , 22-3-5 22i6r13 _1 n_ Z_1_R _R_ R_A_1d �_11-R 1-5-d 7-7-1 4-n-Fi 17113-8 Plate Offsets (X Y)— [1:0-2-4,0-2-1), [2:0-0-4,0-3-41, [3:0-1-12,0-2-01, [4:0-2-0,0-2-81, [7:0-1-8,0-1-01, [12:0-2-8,0-4-01, [14:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.14 15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.41 13-14 >654 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(TL) 0.20 24 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.17 15 >999 240 Weight: 139 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B5: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-9-8 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-1 oc bracing. Except: 10-0-0 oc bracing: 14-16, 10-12 WEBS 1 Row at midpt 3-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1337/0-8-0 (min. 0-1-9) 24 = 1143/Mechanical Max Harz 1 = 196(LC 12) Max Uplift 1 = -485(LC 12) 24 = -430(LC 9) Max Grav 1 = 1337(LC 1) 24 = 1143(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-356/279, 2-25=-2562/1569, 3-25=-2502/1576, 3-26=-1672/952, 4-26=-1494/967, 4-27=-1416/1017, 5-27=-154311007, 5-6=-1926/1166, 6-7= 1417/805 BOT CHORD 1-16=355/479, 13-14=1990/2872, 12-13=-984/1794, 8-9=-1711256 WEBS 3-13=-1534/1279, 4-13=-297/655, WEBS 3-13=-1534/1279, 4-13=-297/655, 5-13=-572/364, 6-12=-325/655, 6-9=-914/575,2-14=-1236/1875, 7-9=-603/1115, 9-12=-704/1275 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-M to 3-0-0, Interior(1) 3-0-0 to 11-3-6, Exterior(2) 11-3-6 to 14-3-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8s MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=485, 24=430. LOAD CASE(S) Standard yem�.Phoss rmin;rNg.3 noon is"f0:ei'j.=FeintMAfatOKttfOrSk4 MippeaAns njudutn of Moss �fi3ats,rop•,":ODjmd o}n ,�T.Dah1n. P.Etdtrmfxrlidunst t=fxte rosissiehdralielioall Wletu�hri�tstellle rsedfasTG)M1hadd. IsaTmsCngofepter(u,Sl:itxrfqae,jMs.}neflArztrendsmasg4ztdfutnfrsueedrgatxma rtgns:§�aPhrRa+�si}eda: si>;t:7msE>1w�mMi ah,Wa fii. in�siprssezP3as,brt�ad3ues,ssadki6¢ Antho'y T. Tombo 111, P.E. nlntddis itnthtmrkss Rs tarn;3iitdL4C'.e�,SaeOndsutia'E:lgsdnlMCrtst@ssva,easad¢dWU(Yn iPtadka lsal ztlaTaasd(tN.Teana+ildtb l20ul e7hdl ntdtSeLxS �lstsg9alfag,stt�,astl�ea rzdb¢oTshA�6s usynid�l.}6 - �80083 ralfiyMsf}snadremWn.}Aailts Was ht. Ma tartaflaws njV4&rflh tWq(nmal 51ht!6frta2."se k'S3} ses4fpTPl uiSti}ntsehrmr}?a gored Ia... MI 44515L Li. Bhd. dlnatzds`xlhahehwlym}q�d.r.-vytfi:Parnknhdfhfms0:stp Is�uaul0ftierai3'ry gesipu:a fmsSj*w(y:m afa,+td4 A3cap Tttliemneat Ie7ieed iaip i, • Fort Pierce, FL 34946 CcppighidlgldAdQoalTmsses-AalM1onyLlombolll,P.E. Aeptadadionalibis derument,inonytaem,isptohibiIedwilhoullhewrillenpermissionhem A-1lod asses-AnthotyL Tomb III, P.P. 65959 m 0 Roof Special 11 I 1 Job Reference (optional) MGM Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct ID:9vhGzpJNz3kTSRi-7ViMBOyd85r-6kkyJ7Vs5oLGtbk5MtF7avLyl 11-3-6 14-2-12 18-9-12 19-1-4 7-3-6 2-11-6 4-7-0 013 8 4x4 4.11112 4 14 '— 9 8 7 5x6 3x3 11 1.5x4 11 3x4 = = 11-3-6 14-2-12 {5 0 p 18-9-12 19-1- 10 3-1 8 6 8-14 2-11-6 s 417 n-aij 22 t A0O35826 e4 Dead Load Detl. = 1/4 it I Plate Offsets (X,Y)- [1:0-2-4,0-2-11, [2:0-1-4,0-2-41, [3:0-1-12,0-2-01, [4:0-2-0,0-2-81, [6:0-1-8,0-1-01, [10:0-2-8,0-4-01, [12:0-3-0,0-1-81 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP �CLL 30.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.12 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.36 11-12 >632 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) 0.15 22 nla n/a PCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.15 13 >999 240 Weight: 124 lb FT = 0% TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2,B5: 2x4 SP No.3 EBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-9-8 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-0 oc bracing. Except: 2-2-0 oc bracing: 12-14 10-0-0 oc bracing: 8-10 WEBS Row at midpt 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1140/0-M (min.0-1-8) 22 = 946/Mechanical Max Horz 11 = 260(LC 12) �ax Uplift -422(LC 12) 22 =-360(LC 9) Max Grav WEBS 3-11=-150711329, 4-11=-99/360, 6-10=-555/911, 2-12=-1130/1551 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-3-6, Exterior(2) 11-3-6 to 14-3-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 fora 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical -connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=lb)1=422, 22=360. 11 = 1140(LC 1) 22 = 946(LC 1) LOAD CASE(S) .ORCES. (Ib) Standard Max. Comp./Max. Ten. - All forces 250 (lb) or less except hen shown. OP CHORD 1j2=-289/226, 2-23=-2113/1336, 3-23=-2053/1343, 3-24=-1213/687, 4�24=1034/702, 4-25=955/756, 5i25=-1056/745, 5-6=980/618 BOT CHORD 1 14=-370/394, 11-12=-1919/2432, 1-11=-561/882, 5-10=-411/321 VI/EBS 3 11 =1 507/1329, 4-11=-99/360, I - 4rtAzg•rtaaaa jminrh'k11CGFTItlfS6('SEttB'$,6Erft1E.Tags8E0MATJ�:L'T1DN{hII!EC!(CIJPIERSYEiTtaa. PadTtrgepasasrersaisxdMaalbsTn:stasip[*.seut�;01¢e �eJ. 7T.Tra'a1D:tF.lehrtsuHsdtdasrse. ksse sslse shhieaMTDU x¢ Wid iWessldliera/fv�IG6hreGl.dstFssQeii�fxpeaRr,sTnLm[e �enioafTorep�rt,® nvez�der deq�aarn arnr��spdxr Tnnde arteruah,+uama.r�edrareaysas� a es, Anthony T.Tombo111,P.E. airadNsTsnstaar6rt�6Pe ses�;'drdlkeCrw,tNQau>'snYaradaEalnDt tskgDssipc,Yes:aaldOrpf,tleliC�MImESS: gaaed RF1.1'ue>lsesddlErlcD eda7 fiellru d6eTsns<b3<teg4arJai.s�gs,asair edbr sidta6asga8>€7d .80083 Re Eeil3yQesgena7:cdrzev. Ulmtss:dsduSsT'a1�Mtntn:sal{sl2deesdkrta7ig6ea5ddrldnetuthlpx;vlgTll adStttaenWnudtapaxdpidme,T!N dBmsSsnaadeS^aedldnsdSsTmsQriger,Tnss&tysbpssndF»ssYsdmeer,sisss 4451 St. Lude Blvd. r6nraftaillhim Wniquil.141T0Ttafi?senbelFort Pierce, FL 34946 in! �Icpyrigll tgl6AIRoa!Lasses-AmboayLTambotll,P.F, Rtproludiop atibis dmwrt, ia anyfam hpmbibiledMBbaslberdlteapermiWmfjamMlealhosses-AarbaoyLlemboli6P.F. _ Job Truss Truss Type Qly Ply A0035827 65959 A05 Roof Special 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 6x6 = 4-6-8 V 3x3 11 Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 Mi fek industries, Inc. Fri Oct 28 11:57:45 20% huge ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-6kkyJ7Vs5oLGtbk5MtF?avL_UsEnDGW6VX1_3PyOvC- 11-3-6 16-10-12 17r2-4 4x4 zz: 3.84112 Dead Load Defl. = 3/16 is LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.08 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.26 7-8 >782 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.11 7-8 >999 240 Weight: 99 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-9-8 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-4 oc bracing. WEBS 1 Row at micipt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 1018/0-8-0 (min.0-1-8) 10 = 857/Mechanical Max Horz 1 = 256(LC 9) Max Uplift 1 = -403(LC 12) 10 = -352(LC 9) Max Grav 1 = 1018(LC 1) 10 = 857(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-268/224,2-17=-1721/1081, 3-17=-1641/1089, 3-18=-935/576, 4-18=-778/590, 4-19=-737/572, 5-19=-813/563,6-10=-857/580, 5-6=-815/597 BOT CHORD 1-9=433/429, 7-8=-1779/1930 WEBS 3-7=1223/1172, 5-7=-552/741, 2-8=-998/1211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf-, BCDL=5.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-M to 3-0-0, Interior(1) 3-0-0 to 11-3-6, Exterior(2) 11-3-6 to 14-3-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 1=403, 10=352. LOAD CASE(S) Standard ZiNaexa•Paula:arrysainde'I71EdF1htlSi4S;"SEllil'p5E9E[!ti(tA'ia(UeU3fgRiiC41D@(fUiil'}AlXi0i1E6akyTh<a ts�ay la5pfa�das adraarnanMsirvssC:ss�t�e�R4C}aa3rtc3�T.Fu:SriE:fEldsrzmSi:esDdw:msti 9elrssa#¢r�isesmetak+taQ a¢ . VA-WatdashinleaNrafmIMh11dj.IseLns6epFgxaa4siea7Egm!'461SW.01uQfhYt3t¢Yafta"mFou IffleeigaftsaybuapMa6nouNid.iu.inaipa y_rau. mama, Anthony T.Tomtso111,P.E. elmdills iinrtam76f'tsg4s@sialrn3_hdt§sQa.fie 0rrtfs Miaatagstlei �s[i1Etar.,htfe u�a.'dtleg4Dv U(d ksl�5n'!aaaalRFl.Tx s�}tndd6alDal e7fn8re dGfirakbil'dayin>flat,stx�r7Ciae�6sairdshAberzasyndJjd a80083 traa�flaaaao-aw.an�,:remmraateesa::edaa�s<erea�(eansdalta(csqhihmaassom:aaba�d�e�ame.i?(ia�,hee�.a�am::d�izaurs�xrra:eraar�aa,uaaca 4451St. Lucie Blvd. eAartsadfdhys6toctsyrtea rpch+tl7hosin hsshel l47rnsD:ilTxFsahlJi@etril4c}Dzslhsa,aFnss Sidte Ey9ar.daeDdW} L1sge#nifnmaead!raelb7147. Fort Pierce, FL 34946 Copysigh 0 2016Ad Eoof hasses-Ambody Mambo III, P.F. 9eprododioo of this domment, in ooyfa m, is probibted riiboe7lbe mitre® permissionhomA.1 Roo(Losses-Anihosy L Tooth 111, P.L 65959 I A06 I Roof Special 11 1 1 I I I I I Job Refere Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 ID:9vhGzpJNz3kTSRi 7ViMBOyd85r-r 0,3r8 4-6-8 11-3-6 16-10-12 17.- 4x4 ZZ: 3.60112 4 9 6x6 3x3 II = (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud 30.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.08 7-8 >999 360 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.26 7-8 >784 240 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.10 10 n/a n/a 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.11 7-8 >999 240 DP CHORD 2x4 SP No.2 DT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 IEBS 2x4 SP No.3 LIDER sft 2x8 SP No.2 2-9-8 RACING - DP CHORD tructural wood sheathing directly applied or 4-1-9 oc iriins, except end verticals. DT CHORD igid ceiling directly applied or 4-4-0 oc bracing. IEBS Row at midpt 3-7 cross bracing be installed during truss erection, in CTIONS. (lb/size) = 1018/0-8-0 (min.0-1-8) 857/Mechanical Horz = 267(LC 9) Uplift _-403(LC 12) _-354(LC 9) Grav 1018(LC 1) 857(LC 1) )RCES. (lb) ax. Comp./Max. Ten. - All forces 250 (lb) or less except ien shown. )P CHORD 2=-268/224, 2-17=-1721/1078, 17=-1641/1087, 3-18=-935/575, 18=778/590, 4-19=732/574, 19=-804/565, 6-10=-857/583, 6=-815/601 DT CHORD 9=-439/434, 7-8=-1795/1941 EBS 7=-1223/1178, 5-7=566l749, 8=-1005/1211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=S.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-" to 3-0-0, Interior(1) 3-M to 11-3-6, Exterior(2)11-3-6 to 14-3-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) excepY(jt=lb)1=403, 10=354. LOAD CASE(S) Standard Fri -A0035828 14 Dead Load Dell. = 3/16 ii PLATES GRIP MT20 2441190 Weight: 99 lb FT = 0% T7"%cas w senrirrih'L':100fTIDiSHfMLq'}.4igELtfRMACOe8f:)IbfPMj1!ECji(eeTRtrP'erhm.Tx*hipfzeaWigasxintskaMimi oil.OdessArmsesmdgllel9P,tth 00timrlalr1915 sNOkeneatn SeTram,.rra. uoT:::ioa: r erteaueiYtyCegxer38esWaaTT:PreznetsaasytmedBap'sM�rodey agns�u. arrst dxs :Tmsasrmeauuer.�my.et�Tru. T:s,apeu s,re aatam,see Anthony T. Tomtso Al, P.E. nfuedTih Trastus}GteTbib lnwjaaholhour'N 0"elosrradwu&t g3ssfier,binmmewdih Kfif 111mhimlie-t:1+led1T41.1ss�mddP.aP9uSa7BddredruTmL6m�7b>�st�.�,ae7eEned%eijshflnEenspm3ikrd 480083 mr.uuy�u�rvdam�u.w�nr.iwm�r��t��e�sne ,spa.dan�ea4a eumts;�eusgr,i,�ihTnmsu►mnmeudlrnrdledan.t>aia�ane�.e eu.smi�msd.TFs,oru ?msispEynenmlims4adsc�eewan 445i5t.0083 1vd, sAusad iBTe( grtele�ahmlplydp6ntnheLlstmsDeilpfgueisrJT4elriEfimrl4ipu:fires.lsomait0.1Va}0.3cgfiktsisnusaenlerae:biit FO451Srt t.Lucie ce, FL 34946 (epyrighf�79016AiRooiLasses-AmhoayLTambo0l,P.E, PeprodostioeaStbisdaroraem,iaaoyfarm,isproh3ifedr0haonbawritteapermisimaham A•Itodhasses-AathoayTJomboill,Pi Job, Truss Truss Type Qty Ply A0035829 65959 A07 Roof Special- -1 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design-@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:57:46 2016 Page I D:9vhGzpJNz3kTSRi_?Vi M Boyd 85r-axlL W T1/Vs6T7VkJHwamE77u9FFaOyjmFkBnY bryOvG OT3r8 4-6-8 11-3-6 16-10-12 14q-4 0-3-8 4-3-0 6-8-14 5 7 6 0-3-8 4x4 zz: 3.39112 co 9 N t: Cn r] Cn 10 1.5x4 - Io jo Dead Load Defl. = 3/16 h b 3x3 II - 6x6 = 10 4-6-8 11-3-6 16-10-12 17- 10 3-8-0 6-8-14 5-7-6 Plate Offsets (X,Y)— [1:0-2-7,0-2-01, [2:0-2-0,0-2-41, [3:0-1-8,0-1-81, 14:0-2-0,0-2-81, [5:0-1-4,0-1-81, [8:0-3-0,0-1-81 LOADING (psf) SPACING- , 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.08 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.26 7-8 >785 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.10 10 n/a n/a -BCDL 10.0 Code FBC2014frP12007 Matrix -MS Wind(LL) 0.11 7-8 >999 240 Weight: 99 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' 62: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-9-8 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 101810-8-0 (min. 0-1-8) 10 = 857/Mechanical Max Horz 1 = 277(LC 9) Max Uplift 1 = -403(LC 12) 10 = -357(LC 9) Max Grav 1 = 1018(LC 1) 10 = 857(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-268/224, 2-17=-1721/1075, 3-17=-1641/1084, 3-18=-935/575, 4-18=-778/589, 4-19=-728/576, 5-19=-796/567, 6-10=-857/587, 5-6=-815/604 BOT CHORD 1-9=-444/438, 7-8=-1809/1952 WEBS 3-7=122311184, 5-7=-578/756, 2-8=-1010/1211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf-, BCDL=5.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-3-6, Exterior(2) 11-3-6 to 14-3-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8f MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=403, 10=357. LOAD CASE(S) Standard Nerzip•Fieei:':tx�n�yrnit+aM'k; IDOf71D3iT4('fNF�'j.DL19{UEFN56CD6'�T:gg,FADir`rUrR'JSrl7)litftl:•lEiiR'tuo. isryde:igrew[Int ntl�JtrtnnlNfTmsD:siptnrbp,"WIWSrtgawyT.DaSrlul.Erehrw5rdiettfrau, 7dtis¢�+IttfitleinRtl�,Wr wiet�mfy�ffflaiknmrT nlf,mr.�roTefDeRory�n�isinrye+fedfffTT;Df:sxfmdsredwpdnf�no:ot¢rrune�ydxfa�trued�tfa�,rDup,nc�Tru.ratop AnthonyT.Tomboltt,P.E. ' tdnodws1wirffal4i"no.lbi f.0-.%.fdtOYk•J.i1lOtlllSiil9t1"Ni'ytd11NU� lgllf hPIRP.d. tilClitIffailblolWiqlalf�r�Fr.TM91(Rfil�.If,1I.-0aeeykeHnrdDeTlsf,ffJsixlfairer,sfs�,.tr;�7finld&nplsScUk4rsrs�ff�sT:ye1 #80083 ISt AWfir Otfixnadtrfesxtfr.Wmsfsfdaln^_'f riildMpffmSfdl:ittaetidkt ER.1¢tf(64i9fd$deh�rlTAO(riTaq:i�e b;?T(pe${L1 Qi:dEft1[ter�Hd}flL4ff. m'ikf'.tfttiPk4ii�l'NtYsT �AA.f ir�T!ifS DtS¢YTlift$f4�0}UMRTTfnf{¢".(tf.td�31f rtl:+.Tsr�diyr (aCslgnee qsh rrfiapiytF7 rf+Deshnhd th Tfass D:sgsrynerr hr8i Aet�ay6:upa;xjfnsSrs4aErriasf dmlatGr} dlirtdf€itlinmae ffldittih TTT. 4451 St, Lute Blvd. r Fort Pierce, FL 34946 Cepyligk10101bA•1R¢oibusses-Aal@anyLi¢m@oI11,P.F. Repmdutlio¢ofrhisd¢mmeat,iao¢ytmm,ispro@i@9edxit@eorr@ewritte¢permissi¢nhoaA•ItootTmsses-AnS@¢ayLTom@olll,V.i. Job Truss Truss Type Qty ply 65959 B01 G Roof Special Girder 1 1 A0035830 Job Reference (optional) L Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:57:47 2016 Page ID:9vhGzpJNz3kTSRi_7ViMBOyd85r-27sjkpW7cQb_7uuUTl HTgKROyfouhHSPyrW581yOvG 4-9.6 4-5-2 4r7-4 i 8-3-14 •3-8 4-1-10 -2 �8-�7-� 3.6-8 03-8 0-2-2 4x4 5.20 12 6.00112 13 12 1 T W1 1 W2 3 Li IIm 6• 6• E 4 �• S 1.5x4 11 3x4 = 3x4 = 3x8 I I 4-9-6 0 3 4-5-2 7 748-14 8-3-14 O13 4-444 0-2$ ' 2-11-8 - 0.7-0 3� 0-2-2 Plate Offsets (X,Y)- [2:0-2-0,0-0-111, [3:0-0-3,0-11-111, [3:0-0-15,0-0-11 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP 1 CLL 30.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.04 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.09 4-7 >999 240 `3CLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FSC20141TP12007 Matrix -MP Wind(LL) 0.06 4-7 >999 240 Weight: 32 lb FT = 0% LUMBER - ?OP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 �VEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc CHORD ceiling directly applied or 10-M oc bracing. cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. CTIONS. (lb/size) 403/0-8-13 (min.0-1-8) 561/0-M (min.0-1-8) Horz = 57(LC 11) Uplift 231(LC 12) _-320(LC 13) Grav 417(LC 23) 561(LC 1) CES. (lb) Comp./Max. Ten. - All forces 250 (lb) or less except i shown. CHORD 2=-474/412, 2-12=402/419, 3=-439/479, 3-13=-480/468 T CHORD =-259/381, 3-4=-259/381 Unbalanced roof live loads have been considered for s design. Wind: ASCE 7-10; Vult=165mph (3-second gust) isd=128mph; TCDL=5.Opsf; BCDL=5.Opsf-, h=25ft; it. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) d C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-M to i-4, Exterior(2) 4-7-4 to 8-7-6 zone; cantilever left and ht exposed ; end vertical left and right exposed;C-C members and forces 8 MWFRS for reactions shown; mber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 1=231, 3=320. 7) Hanger(s) or other connection device(s) shall be - provided sufficient to support concentrated load(s) 207 lb down and 534 lb up at 4-74 on top chord, and 9 lb down and 17 lb up at 4-5-2, and 21 lb down and 11 lb up at 4-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-90, 2-3=-90, 5-8=-20 Concentrated Loads (Ib) Vert: 4=13(B) 2=-29(B) Eaaiq•Oma naeq'J1raL•.he-l-t dgelessfsrsfurtl, HrflAl Imisa fatanhtsfgsmadmgmfl�A!lrl•h,a. re?nl aedplaendn?9d?wdeahs aard!r�: asirJCnvigOf�ed9edenwl r.n�a O,Pt Islnnn56Jdsdnee U[InsdkJgin sttlld iane IUD,ao� taetmnm Psces ld aeeadmcetronuJdx dsatnsso vpteq�ape.,sl?adrytp!eaydsswaovtoo:epn!moanpn(Pd 4et ehl SAlapn{IFtRPa!JiIArLJMIa�96}C}i9�?T isSk�Wla e11D0oj,ndrtlfl-LT�da(iaA.jant litd 91di n?, a 11 f Anthony. Tombo III, P.E. ' desedUlmha.gmeal lsGeagnsJOdtdtaOna:CeO.msr85etedv}�da8e4JdyUes:se,late odeddMOf.tle6iad6eladhtdtgadv/TII�I.leettPmddQeTDDndaP@OaedBelms,6ddrsgtmdEe}ra:n?,hshutin¢dtrwgsLpkSenspssdtdyd y # 80083 netriaslgesiperalfseaeJsr. tasacs sieA la Re fCOWlh pufmsal pildwsdGn tdilutlaa�?e1Seh,�adantlin�fSllpNuGgxlfl®ISKi me!ehm;dhrpardp+tlau P.l2�cesmeasFtirsafdstisdttsimsUssiue,T:msCec!g7 bynndlresskadaiaer,�en 44515t. WCi881Vd. a5'nin kFsel6ynfaaalagadalnlaserdalerag isriesindr?AT6Tan fxsipfilhean Anfset Uq ksipmaTnss Spteo frineadea k a4 mpre'IIWMos a?m Id"a?1lai1FI. UpyrigM fl 2016A-I toallrasses-AnthonyT.Tombo 111, P.1. Reprodarfian alibis danmeet, in any form, is psobibbed kif600ltheetinen permissioe from A-] Raotfmuses-Andony Homba III, P.E. Fort Pierce, FL 34946 Job. Truss Truss Type Qty Ply A0035831 65959 B02 Roof Special 1 i I Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s 5ep 13 2016 Mi I eK Industries, Inc. rn Uct 28 1 r.5r.48 21116 Page ID:gvhGzpJNz3kTSRi_?ViMBOyd85r-WJP5x9XINErk2Tgl ?oiCYzZs3LBPkZYBVGfgkyOv6 3-31 5-2-13 , 9-5-11 -3 4-11-5 4-2-14 3 3x4 = 4x4 = 1.5x4 11 a" — 4x8 II Dead Load Defl. =1/16 ii LOADING (psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.05 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.13 4-7 >907 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.07 4-7 >999 240 Weight: 36 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 461/0-8-13 (min. 0-1-8) 3 = 613/0-8-0 (min.0-1-8) Max Horz 1 = 66(LC 11) Max Uplift 1 = -186(LC 12) 3 = -227(LC 13) Max Grav 1 = 461(LC 1) 3 = 613(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-534/454, 12-13=-470/456, 2-13=-463/466, 2-14=-445/485, 14-15=551/472, 3-15=-577/470 BOT CHORD 1-4=-259/431, 3-4=-259/431 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-2-13, Exterior(2) 5-2-13 to 8-2-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 fit --lb) 1=186, 3=227. LOAD CASE(S) Standard a-nenrearyarree.bra-iwerTKsssts([ursfansu(u(samaarmasmsr aaaae((ecurust�rea[at g�wt�areea nwrT�saesgtenv�gpaeldetaw,crT.Treh.n,etgdnnasbsasmoaNInsear,vtsrOki. atmu,air Wlek ivtamrgCes slAOaentl hrn¢1CgClttma trslnss OniP[eunc(e;sydeAr[t(rsen; tiesnlamTDPrerrtstmomepaadMirhssiml npncmiresgu,o-,rgrQ�raespawsrt:Tmseegeseautmnetry.aanmt t�angsusmNmc,tgnaasss,ssmruar Anthony T. Tombo I1I, P.E. dru 1jtlislms1am4laaytsfitnspeAlilat dtlt Onn, tra 0xveisrkuNelog±nerlle hilt.; 01s4w, Hutt Aelnel(G11e 01o0e lmdW&goa WIN. ,#' 80083 �I� ' Bz ttllildeig:eAN(raeutur.l7 ran L5eA lone lCD¢:I to grmliset�lpddmsstlk cal(ugGafxe95sh.¢!�a¢mn(rf51}list:a�ln®aSKa otreleauikrTwnl gSime. �daa5esllens#asttilBn ulla:ndAl3 rmsDsslon,imtCeegeEgimsdlrzuSaAlalm,a:ess - 44515t. Lucie Blvd. o9se u t fa a6yo [Mmq ed�ssu m aitrsaivan c ddrl iuT e s [e pfipanh sOT� (a3g[n yv.eATnssgysaa(ryu esdmr isLia} Nndo osuaa aA� aoiiFl. Fort Pierce, FL 34946 Eopyright(D1016A-IhalTrusses -AnthonytTombeIII, P.E. Reploduttioaofthisdoremeet,iogay form, isprohibhedwilhoullbenTinenpermission lrmeA-1RoolTresses- AetleayLTomball],P.E. Job Truss Truss Type Qty Ply 65959 B03 Roof Special I A0035832 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:57:48 2016 Page 1 I D:9vhGzpJNz3kTSRi_?ViMBOyd85r-WJ P5x9XINjj rk2Tg 1 ?oiCYzZo3OW PjRYBVGfgkyOvC- Q-35-10-4 10-7-9 10-11 1 0-3 8 5-6-12 4-9-5 -3 44 = Dead Load Defl. =1/16 it 2 1 5.20 F12 12 Ni 6.00112 13 14 W 3 Or U 1.5x4 11 3x4 = 3x4 = 4x8 I I 0 3 5.10-4 10-0.9 t0-11-1 10-7-9 3 5-10-0 4-2-5 0-7-0 •3- 1 Plate Offsets (X,Y)—12:0-1-14,Edge),13:0-0-15,0-0-1), 13:0-0-7,0-11-31 ILOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP CLL 30.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.04 4-7 >999 360 MT20 244/190 (TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.11 - 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 3 n/a n/a 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.05 4-7 >999 240 Weight: 40 lb FT = 0%a IBCDL L.UMBER- ITIOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) WEBS 2x4 SP No.3 Vasd=128mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; WEDGE Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) Right: 2x6 SP No.2 and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-M to BRACING- 5-10-4, Exterior(2) 5-10-4 to 8-10-4 zone; cantilever TOP CHORD left and right exposed; end vertical left and right Structural wood sheathing directly applied or 5-3-0 oc exposed;C-C for members and forces & MWFRS for pT reactions shown; Lumber DOL=1.60 plate grip ROOT CHORD DOL=1.60 Rigid ceiling directly applied or 10-0-0 oc bracing. 3) Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and required—]4) rotation about its center. This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection, in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 5) • This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a = 564/0-8-13 (min. 0-1-8) rectangle 3-6-0 tall by 2-M wide will fit between the 3 = 637/0-8-0 (min. 0-1-8) Max Horz bottom chord and any other members. 6) Provide mechanical connection (by others) of truss I = 74(LC 11) I,Aax Uplift to bearing plate capable of withstanding 100 lb uplift at --lb) 1=230, 3=243. -230(LC 12) joint(s) except at 3 =-243(LC 13) Nlax Grav LOAD CASE(S) 11 Standard 3 = 637(LC 1) FORCES. (lb) N ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. T1OP CHORD 1-12=-630/460, 2-12= 529/472, 2113=543/482, 13-14=-557/472, 3}14=-643/465 BOT CHORD 1 1! 4=-247/486, 3-4=-247/486 IAUnbalancedroof live loads have been considered for s design. ae�i•rknsl4rery�di neie+tle'A-I10DF11ISSB('SE00'i,6Er0lE1Ertl5E(UrCi110rSNSEOY('iPfH �60tlPdiELfMiAr hm TnrfE ksiprm¢tlns®IredrahsuYNslrmsCes�gtvieEPUDiaa&IeCsior r:loa5e0,P.E[elanaAsetl�nene Delnsn4nvise s6hlnite IDD,a� WTei�mennimsshUDeasel hrReiCDm Es edi!isslras Dairy [s tnTre,SieasRiEs¢euohseelaenNDrepesM co."MdM Ersknknl npnak.;nsins4itiry4rGeletipalra sh;I:leoss 4nin De7DDe9r,nin rfld. 141estp agnime5lssbq ' nNDnn,uaslDq dsudGislrnsb;rei[s0t¢rls&ngnst67CidCsgnn,sS DmfsslAsnsslsi�Eer6eWrsi Onign,h4eudntJ6e O[:MQraldr kadbiragoledl%I. IIeeyi+nudRt iDD nl ssifie0mdMlrns, �ktit;lzJts}sore±e,hmDnksa6lresigW,.,Lresisu3r4is1 Anthony T. Tombo I1I, P.E. �tx'dn;Des reetl(n]nWs. Olnkss9 s�trRe RD mlMira7'ms mr rdMpns}M411Wr6oias•alSshJi YaasDnjrOQpNtstelaiiNmlSlrA enislerewA krgeeeN}AW. IPd 29ms�H.n�n>Iliannaaise;a De rmsgesrisn,Teas essfgs6iMnsdrressxaAmagetisn 80083 r5anisefe6se11in6e4r�ayulaintsmogleAEemeslmdnt Tlrrnst[esfirBpunisrOrl6ah[13a; Cescper,atnnsys§e Fgitettdmi EdNa} Nuita7redhrossramdslasl lalrFl. 4451 St. Lucia Blvd. (appigbE01g16A-I FoDliFort Pierce, FL 34946 msses•Aathoafi.TambaIll,P.E. Bepsadeamec iakotthisdorat,ioanilarm,itprahit!ifedxilhoutshesttmeopermissiontmmA-lraoiTresses-AmlooyLiom6oIII,P.F. Job Truss Truss Type Qty -Ply A0035833 65959 B04 Roof Special 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fn Oct 28 11:51:48 2016 Page ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-WJP5x9XINErk2Tg 1?oiCYzYA30VPj7YBVGfgkyOvC Q-3,8 6-5-11 10-10-15 11-2r7 -3- 6-2-3 4-5-4 3- 4x4 = Dead Load Defl. = 1/16 h 5.20 12 14 15 o.uu 16 1 13 Ni 4x4 ; 3 4 T H1 tr tr 0 HI tr tr 5 1.5x4 II 3x4 = 3x6 11 0 Q-3 6-5-11 10-10-15 11-2r7 0 -3 6-5-7 4-54 -3- Plate Offsets (X,Y)— [1:0-0-12,0-0-31, [2:0-1-14,Edge], 14:04-1,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.05 5-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.13 5-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Cade FBC2014/TP12007 Matrix -MS Wind(LL) 0.06 5-8 >999 240 Weight: 43 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-7-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 643/0-8-13 (min.0-1-8) 4 = 589/Mechanical Max Harz 1 = 91(LC 9) Max Uplift 1 = -259(LC 12) 4 = -215(LC 13) Max Grav 1 = 643(LC 1) 4 = 589(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-781/561, 13-14=-676/563, 2-14=668/575, 2-15=-623/623, 15-16=686/613, 3-16=-754/610 BOT CHORD 1-5=-392/613, 4-5=392/613 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-M to 6-5-11, Exterior(2) 6-5-11 to 9-5-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at ---lb) 1=259, 4=215. LOAD CASE(S) Standard ' 9smzyrsseafetns�'7rniarlh'4S rCarIrPSSSSfSfttB'j,SESOtt sRPkiG{6MpEEivSS:BSSWq"rU![ijSG10�EQ'.'dEil'tttn ys�aliripPceeGAasats:�sttn saMsTms[[mmiP6p�ed�lr".�1.TsaSsl@,P.EtinnuSxelDehs: ese, 6ekssu4ttalse fl.�rttmRet3➢,wlr 1-414r iW--'e. Itnseh,3e isleuU.lssTssCesgSa n(ce,SDs Fegiesr�ktuelnrsStD,ryretuesmas.ylnna'CerNestieDd�yae,ra;rtttsesfattalnipd2esgfelrondgim2,eMnieued!,ntvnu.r>zaestpecss�,s,hay lnes,sssiary Anthony T.Tomlmill,P.E. ' telnr dlUsl„sstrcayhsgistts nsra:!dtls U.ex.4e0ndsafieiaNg,dn4e[rg6,kn.6liancu;dne tlGhe tlCcdi4r fus15a:uasailt4l.lasypmdd6s G6Wa76dinrddaBes,irhtallm9'q,sty,mtBew¢36!tia7shgatituspxid�Lgd #80083 arteusg6esgveas.mmrr.Dnor,s„tma raueertnrnssna ws�t�eart�q(e msefemvae r s�aymmsuama is�r� tman.nua smsnrma�u�am3sd lnssusv�v,;nsusypageenmr,s,n�acv. u 4451 St. Lucie Blvd. eP.6a,`WA.4ll 14twgad quits bye, Julies mnhrL Thehm ozsip Igiaeh rgtllr °ID:stpa,RisassSlsksrgem olcr)rArmt. k1olCtselfeasaenlelheauitd. � Fort Pierce, FL 34Mb (epyrigh192016A-Ihafhasses-Aathoayl.TOW III, P.L PeprodailioaaftEsdammem,inonyfam,isprabi6Aedxh6oait6ewritten pamissionhomA•IPodfiasses-AathaoyUemhoIII, P.E 65959 1305 I Roof Special Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com ¢3,8 7-1-1 0'-3- 6-9-9 1 3x4 = DING (psf) SPACING- 2-0-0 30.0 Plate Grip DOL 1.25 _ 15.0 Lumber DOL 1.25 0.0 Rep Stress Incr YES _ 10.0 Code FBC2014/TP12007 BER- CHORD 2x4 SP No.2 CHORD 2x4 SP No.2 S 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-3-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 710/0-8-13 (min. 0-1-8) d = 650/Mechanical Max Horz 'r = 99(LC 9) Max Uplift 1 =-286(LC 12) -238(LC 13) Max Grav 11 = 710(LC 1) = 650(LC 1) FiORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except Ohen shown. TOP CHORD 11 13=-871/592, 13-14=-746/596, 2'14-744/609, 2-15=-766/653, 1�-16=766/641, 3-16=-844/640 BOT CHORD 1, 5=409/684, 4-5=-409/684 AUnbalanced roof live loads have been considered for s design. 1 1 I Job Reference s Aua 312016 Print: 8.020 s SeD 13 2016 Mil 4x4 = 2 1.5x4 II 3x6 II CSI. DEFL. in (loc) I/deft Ud TC 0.76 Vert(LL) -0.07 5-8 >999 360 BC 0.47 Vert(TL) -0.17 5-8 >861 240 WB 0.10 Horz(TL) 0.02 4 n/a n/a Matrix -MS Wind(LL) 0.08 5-8 >999 240 2) Wind: ASCE 7-10; Vult-165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf-, BCDL=S.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-M to 7-1-1, Exterior(2) 7-1-1 to 10-1-1 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 1=286, 4=238. LOAD CASE(S) Standard A0035834 u Fri Oct 28 11 Dead Load Defl. = 1/8 it It PLATES GRIP MT20 244/190 Weight: 47 lb FT = 0% 9rsri7q•Year^aegiig;marke'kflC�filtlSiES"Y.tIT„SUeFIi(tSR36taeplf)eS(S51D4(IaSEI}t(�aAtikdk'iTdm.PmdtaesiptssassmMs�iennrcaa:msM.sin(mhTs,SU6}�eaiaSa7T.Taa4cl8,t%tehinuS?sN3sfitsosa7rtnsclneisesteeaw�l3Uniy a4leis mrybssstaakadra tWmlrrdd.isebasoete(razertie,srecrr nrs«ia�gi �rrneKre maect�Ydes, e,:netnsta: aihrera�i,dtase�:T�sa�µa�marram.,wema.Tirarntras *ms,m jostanr,aarxmq ' AnthonyT.Tombo111,P.E. nlrrdWs?rrs(mmyWIRaN1r�rWhda�d6scraat.deTxDO a80083 radeagaa;auusad:sdsam.iaosnssrsasoarrrao��pses:smar�sas[rar�sam➢as,=ms��gms,otust�:sxapmsdsu►rnzensamamraardT�.a.tn�la�ru, srsra�saatrassd�:gmsani�scaasswe;mpaWaaar;sxanemnatsa 4a515t.LucieBlvd. ranaised�aahr(fiftalimbr.mn�:uT►ges;etiamahei lke lmsansp hiu.IslJtsiets 6ssign;rcims Srt [%to.da+ldiiaq. 11 mw.matem aea admdm-cM1S. 4451 etee,Fi BIVI. . 34946 (oppio 02016AdAoolTiosses-Anthony Mambo III, PTPe rcdadioeoithkdarcm p em,iocoylmm,ispsohihhrdriihoniSBerrilteorsrmissioahomA�lFoalLosus-Aathcey(.Tomholll,P.f. Job Truss Truss Type Qty Ply A0035835 65959- C01G Hip Girder 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, Ft- 3494b, design(gial truss.com Kun: muzu s Aug a i zul o 1 Tn u o.u/u soup is Lu io 1w1 I CK 111UU3t11Ub, 111U. -I VUe — 1 1.or.ou 4U 1U VnU. ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-SiXrMrZ?vLzY_Md29QgAHz3gNtwStairepllkdyOv6 3 8-0-0 10-7-2 18-3-10 1 -7 2 3 7-8-8 2-7-2 7.8-8 IDell. =1/4ii m m N 3x10 = 6x8 11 5x10 MT20HS= 1.5x4 11 1.5x4 11 6x8 11 3x10 = 18-7-2 i 0-10-8 8-0-0 10-7-2 17-8-10 183-10 i 0-10-8 7-1-8 2-7-2 7-1-8 0.7-0 0-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.25 6-12 >907 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.47 6 >471 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.10 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.28 5-6 >792 240 Weight: 66 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 2005/0-8-0 (min.0-1-11) 4 = 2005/0-5-8 (min.0-1-11) Max Horz 1 = -60(LC 9) Max Uplift 1 = -997(LC 8) 4 = -997(LC 9) Max Grav 1 = 2005(LC 1) 4 = 2005(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4695/2380, 2-18=-4445/2319, 3-18=-4445/2319,3-4=-4695/2380 BOT CHORD 1-7=-2203/4405, 6-7=-2203/4405, 6-19=-2216/4445, 5-19=-2216/4445, 4-5=-2199/4405 WEBS 2-6=-269/717,3-5=-269l117 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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-M wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint(s) except at —lb) 1=997, 4=997. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 298 lb down and 321 lb up at 8-0-0, and 188 lb down and 207 lb up at 9-3-9, and 298 lb down and 321 lb up at 10-7 2 on top chord, and 618 lb down and 340 lb up at 8-0-0, and 90 lb down and 29 Ib up at 9-3-9, and 618 lb down and 340 lb up at 10-6-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(P) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=90, 2-3=-90, 3-4=-90, 8-13=-20 Concentrated Loads (lb) Vert: 2=-228(F) 3=-228(F) 6=-618(F) 5=-618(F) 18=-188(F) 19=-84(F) Cx�ie(-r�tr. rt.t�reae.ne'bl tilBnlCffES(iEl(Er`y 6E9]lr 1EiYSE(OkIi11G9SCUSigYrIP(Ei'j1311QA((407itl1' Im. lntl hslprmtselelsai rtdMes ullnTmsCt.gaCnviryQ6h}ai9ele�keey LTesht l(,Pi idnnsSfiNletrtecse Velessa0tr�ists6M a de IDO, Wr Wiei maaar!ces still iexd MRelailals na! Istinss Dtshetraax;l.e.,Sp'.tldryhQewytusal esallDDrepaana�,ra;edGepr!essitaia(�eer¢i nsradaalhr&inpdeavllatmsCepminth TDD tsFj.oserml. ThaWpeuarlun,het5gadaiets, snMadr Anthony T. Tombo III, P.E. ¢�eadaisllesshrmkittai lstlt ngtls8adfdta Ona,�ilnniailnlued q�tade G1ial Otthla,Wtb tidal llMlU,aed(nl Be laWloadrg ate adTlld. keeprntddih TOh of ttrNU.udnelass, caldny.v}4sstq hillfitlin sedlnlrtrs5a91e�easpm3C2jd "80083 datilaelgexryulun(aamh.sredesusramites[Umlihpoalmadg4dasdlietstuft(,naeasilsisewvmu{ra)r i�earinmaSKI usldnemd1rgeumPuaumteescsristeaeraunnaaeausdnzrmsailrtn,rroaeer5 en�sasa. ncemrs 4451St. WeieBlvd. r5v■uWutlly.(mmgai�ah.mrhtossmsmdc0.lhrm(ail'E�uarsAOl�tBd�grsYpzcaTnisSs(yhudmryiilHa}NarCc9dWaotulflarhTrFL Fort Pierce, FL 34946 CmpyrighlV2D16A-1IoalTrasses-AnibnoyLlamba111,1`1 Repradmdionalthisdasmmenl,inanyform,isprobibiledwithaolsbeelmenpermissimnhomA-1RoalTrosses-Aalhonyl.Iamb111,P.L Job Truss Truss Type Qty fly 65959 CO2 Common 5 1 A0035836 Job Reference (optional) - ,a Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8:020 s Aug 312016 Print: 8.020-s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:57:50 2016 Page ID:9vhGzpJ Nz3kTSRi_?Vi M BOyd85r-SiXrM rZ7vLzY_Md29QgAHz3wdt_Ctaj repl lkdyOvC- -3 4-9-13 9-3-9 13-95 18-3-10 I-7 2 -3 4-6-5 4-5-12 4-5-12 4-6-5 -3 4x6 = Dead Load Defl. = 3/8 it 3.50 12 3 1.5x4 11 20 21 1.5x4 11 2 4 19 22 5 1 q�1 cl Bi e 3x4 = t 7 e 8 6 3x8 II 3x4 = 3x4 = 3x4 = 3x4 = 3x8 II 18.3-10 1 0.10.8 , 54-5 , 13813 17.d1n ",n 1a_7_1 U-1e1-0 ' 47-13 (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud 30.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.19 6-8 >999 360 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.57 6-8 >394 240 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.05 5 n/a n/a 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.14 6-8 >999 240 CHORD 2x4 SP No.2 CHORD 2x4 SP No.2 S 2x4 SP No.3 2x4 SP No.3, t: 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1023/0-M (min. 0-1-8) 5 = 1023/0-5-8 (min. 0-1-8) Max Horz 1 = 69(LC 12) Max Uplift 1� 417(LC 8) 5-417(LC 9) Max Grav 11 = 1023(LC 1) 51 = 1023(LC 1) CES. (lb) Comp./Max. Ten. - All forces 250 (lb) or less except i shown. CHORD =2050/1208,2-19=-2018/1215, =-2028/1305,3-20=-1990/1314, =1990/1314, 4-21=-2028/1305, =-2018/1215,5-22=-2050/1208 CHORD -1085/1911,7-8=-792/1379, -792/1379,5-6=-1085/1911 7, 3-8=346/716, 6, 4-6=-279/307 1) Unbalanced roof live loads have been considered for thjs design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; . Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-3-9, Extedor(2) 9-3-9 to 12-3-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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=1b) 1=417, 5=417. LOAD CASE(S) Standard 3-0-13 64-bo-7W0 0-3-E PLATES GRIP MT20 244/190 Weight: 78 lb FT = 0% aetiry-m!eenaa�arie.e!•i�I e0Ci10SS6{YFLlO�, 6ftn5r1EUI5 E rOR1411U9S(USNN�tOP;1� 10A0iltftfliSlP Mn Tnrft leAprmm�ns9eniirehs u4vhTms O!sig9'hv�Q�) W fte RetFs�,j l.Teaa l7; Pi leldmuS6!et�mme. [Wes ClreentuEar'z7ssWlTemstnaeTCO�hrras. eseTrns o:sge reaaa;u,sredgrbmsednmmore�esnn aaweym;eesc!ssunlnns�sauustare.kspotmsa�:Tms&pmsune Too mfr.essn rrbt_rk dnrp lhemmmhs Anthony T. Tombo III, P.E. dev dtsislassfuMUM" Is 11"14!sulilotdry Ono, th owsoftranl e3!etwBelrtlitrr Oeareu,heoarewa Oe MikeQ(al8llmlluitdqulealTPld. ikgtren!!IOeTODd aytie0mit he Tau, Wdeske14 Cera!,hsh9dn.4 d4001, nsp!su33yd ear ees: [wlcwnnx.laeassurAeMlCDdm xaasael a!rmsdravim r, 80083 � n � ! a�ISdYr4'a¢rise(RSI}TAvlishdlrlBmlStOm[elnaalhrgeend�a¢.IrHierssslElaslsnsDiN6es¢4dAasdesimtOsslgu,TrassCsdgrhtinndlresskm!Ialart,!x!a 4451 St. Lucie Blvd. a"a!niseeefarieyafeenutairnlAnumAy lrsOtemes(nolset. 11s TnssCesta67dsohkOflsfSO pG!slis.uTnssfrsteo rqueu dm>jiaN�rcT. 1llo seSk[us nemesTarfcl&I. Fort Pierce, FL 34946 Capyrighs ®2M A -I loci Trusses -AdonyT.Tomho lit, P.E. leprodocion of this doameel, is any form, is prohibited witha0the wriaen permission hom U loof Tresses -Anthony L lamho llf, P.E. r Job Truss Truss Type Qty Ply A0035837 65959 CO3 Common 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:57:51 2016 Page 4x6 = Dead Load Dell. = 3/8 if 1 1.5x4 2 19 11 20 2 21 1.5x4 4 11 22 3x4 5 1IW2 2 L4 lci T7- 3x4 = , e 3x8 11 9 8 3x4 = 3x4 = 7 3x4 = 3x6 11 0-10 8, 5-0-5 13-9-5 17-0-9 17 A361 0 10 8 4-1-13 8-9-0 3-3-4 Plate Offsets (X,Y)— rl:0-0-14,Edge), r1:0-2-9,0-0-31, r6:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.18 7-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.55 7-9 >376 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Wind(LL) 0.14 7-9 >999 240 Weight: 75 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-5-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 903/Mechanical 1 = 1004/0-8-0 (min. 0-1-8) Max Horz 1 = 86(LC 12) Max Uplift 6 = -363(LC 9) 1 = -411(LC 8) Max Grav 6 = 903(LC 1) 1 = 1004(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-2000/1193,2-19=-1969/1201, 2-20=1980/1291, 3-20=-1942/1300, 3-21=-1807/1237,4-21=-1844/1229, 4-22=-1815/1154, 5-22=-1866/1148, 5-6=-362/333 BOT CHORD 1-9=-1101/1864, 8-9=-805/1325, 7-8=-805/1325, 6-7=-1024/1735 WEBS 2-9=-281/307, 3-9=-349/721, 3-7=-258/595, 4-7=-221/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-M to 3-0-0, Interior(1) 3-0-0 to 9-3-9, Exterior(2) 9-3-9 to 12-3-9 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 6=363, 1=411. LOAD CASE(S) Standard iCtetc`q•Yeaxafse�kytaievAe'L1rCOpltgiiffifEt:ET';,6E9ERtlEti'Si:gAG?f'J1fCGSTOk;'IOrtr)LN061r�.1Phmyadyieipytetlasoir»iaksa6rsrrnsfasystnru=i205jtd�fa'FagT.TsaSate,ti.IdrnorsSfselEeh+r®aleltackntns4nlcatbT9g,wly wletme rrr�ssuulerseernaxMtsh rr.tsas*I=4'jMa1erordr,.dvr+N.T>aAnthony T. Tombo III, P.E. ulrrdo7sTsnrtxem6"gis 6s ns�e;35trd8rCnx,ia0.>dsm6srtdsieddlh tsVr;Qt��.hAt nerildlsr tl4YulkrciiM lalSa'.%pmisdr7k1. 15epsenldRals-0ede7de8es.s4llsUnkfa$3i.4s.iszisSncdFsSallie[e+rsrnsdiEja ^80083 fkreWulbesgvnmlQn4wb:, llim7ustlulh5st'�Tm+flerxfmsMrieRm;dU. FslBgtea mSdepMana' jRi¢ isclh M'dSltlm:ernnWss rea+dlaw. MId€msnauspu4Lasmdddissd"�TnssRrcgsr.rs»snesi�crr.sera!'msYs:in!xx,m�'.ts 44515t. Lucie Blvd. .dersd4ml it�6nrulegmdgm6.rupl7RraG:se+ehel, rieims �sys iaaeaiti0; oatrd 6:dpe+:ainssSt>§rsErshec 9-1.914 tia�+isdtemeenbludheFN. Fort Pierce, IL 34946 Upprigb10 t016 A-1 trot lsasses-Aatbony L Tombo III, P1 11eprodadion d1his dammeaL imirfmm, is probibled webaf fbe written permission6om A -I toalBasses•Antbeny T.Tomba 111,1`1 Job Truss Truss Type Qty Ply 65959 C04 Roof Special 1 1 A0035838 Job Reference (optional) u v.— a -.0 .. w , u -.R. .-u A ..Ij .J LU 10 IVII I UK 111UU5111e5, inc. rn UcI to -1 1:31:3 1 ZU-10 5x6 = 2 1.71112 Dead Load Defl. = 3/16 is IS= 3x4 = 3x8 I1 3x4 = 4x4 = 3x6 11 Plate Offsets (X,Y)— [1:0-0-14,Edgel, [1:0-2-9,0-0-31, [4:0-3-0,0-0-81 ILOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.17 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.42 4-5 >490 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MS Wind(LL) 0.12 5-11 >999 240 Weight: 79 lb FT = 0% TOP CHORD 2x4 SP No.2 *Except* T2: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-14 oc bracing. WEBS 1 Row at midpt 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in REACTIONS. (lb/size) 895/Mechanical 1 = Max Horz 996/0-M (min. 0-1-8) 11 = 72(LC 11) Max Uplift 4 = 1I = -372(LC 9) -389(LC 8) Max Grav 4 = 895(LC 1) 1 = 996(LC 1) CES. (lb) . Comp./Max. Ten. - All forces 250 (lb) or less except ishown. CHORD - =-1730/1036, 12-13=-1645/1042, =1638/1051, 2-14=-1579/1060, 5=-1596/1053, 3-15=1656/1052, -811/648 CHORD -103011579, 5-6=-1030/1579, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-M to 3-0-0, Interior(1) 3-M to 8-5-4, Extedor(2) 8-5-4 to 11-5-4 zone; cantilever left and right exposed ; end vertical left and right 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed fora 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=1b) 4=372, 1=389. LOAD CASE(S) Standard 6e�q�tuouI`n!!ogdymte�she'k;tCDfItPS;FS�'Sftt�1,SEetilUEt4S6{CrG3C?SSCESTOY{'INA}!(s30PlE[4#J?I"Me.Tss3pdstippsaswsoindsmsntHsTmst�stpP.r�}1ipPjad�slaT.tsnSsIC,GEkh,vu5'retMh,sasr.9rlrss�arSssshnlntSeT�,ut/ - - WlesmandlvpbsssMDsersN6stvR:bhutd tseT;asCesepEegw(ce,SielsREn}3net�8esWae}T:one+estasma;s�s6nnffiQspshssiaie�srtgngsssi=".ap}n4tLKipd�sGFslnss as�dssDeCCseh,nta R41. Tis ysiPsnr�ph+s,&atapaserm}ssitd]� nlistdtvsbusfunf6 tgssDens�r.:lyddsCmw'61C..dsubfid"niece!s 9t bass�idkr114Yn6tadWfecw4nabolini.Ti MMIIdBePAndgyBdiendlhl.ns,Cate,sr�kiwIduadkdeistrpist�nspnb>r"70 Anthony T. Tolit60III' P.E. muDay[wya�itsoma.tusltsnvra«ad+pnd::smsnsdmtatea�eeaa,dsdmua��jrxlifmudsl�ma�da;usd.t>}ta€�1sss,npwc�esaasdsTms¢e�n.em,Ws�yS,naduanxar,ean�,n a80083 dU,r:akStye(altrxtsymigab•rdsyyyrNpct'ssU,etret TUT,nsauptlyamKl9yaetetay>Ksy,n:nsnss5paat,�xr.da,knr�. ulsysmda,maenlJm:a;lu, 44515t, Lueie Blvd. Coppi94tiD1Dl6A-lbolLosses-AdhooyLTembo ,P.L teptedediaoalthisdatomeaf,iaaayfalm,ispiabAhedviihaoffbew6fteapumissiaohamAdYodhosses-AssthayLTaa�SoIll,P.f. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0035839 65959 C05 Roof Special 1 1 Job Reference (optional) Al RoofTrusses, Fort Pierce, FL 34946, design@altruss.com 3.50 FIT 3x8 11 3x4 = Run: 8.020 s Aug 31 2016 Pnnt: 8.020 s Sep 13 201b mi 1 eK mdustnes, Inc. rn uct 2B i i:or-o2 zuio I 4x4 = 1.71112 17-0-9 Dead Load Defl. = 3/16 it 4x12 II Plate Offsets (X,Y)— 11:0-0-14,Edge], [1:0-2-9,0-0-31, [2:0-2-0,0-2-4], [5:0-9-3,0-0-8] LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.13 6-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.36 6-10 >577 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.08 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.13 6-16 >999 240 Weight: 69 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 903/Mechanical 1 = 1004/0-8-0 (min. 0-1-8) Max Horz 1 = 86(LC 12) Max Uplift 5 = -382(LC 9) 1 = -376(LC 8) Max Grav 5 = 903(LC 1) 1 = 1004(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1802/T089, 17-18=1737/1092, 2-18=-1726/1101, 2-19=1690/1110, 3-19=-1702/1106, 3-20=-1999/1334, 4-20=-2046/1329, 4-5=-394/52 BOT CHORD 1-7=-999/1657, 6-7=-999/1657, 5-6=-1254/1979 WEBS 2-6=-26/327, 3-6=-485/318 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.0psf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-M to 7-3-10, Exterior(2) 7-3-10 to 10-3-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 5=382, 1=376. LOAD CASE(S) Standard Zt6uexi•fltexrasterynmrdt'A41G4TTWS3[fi SElt�'j.iEOHStiQ1RT6CdNWf9�ii5TOk"IUIG'}lDI7BtfY54i�1'tutt F»3rietipPetrsttas vrirtlnbsgdb FMs[nstpf•.teitf"Cvjd3etcRst7LTta1tl�Pil:rna65estldNeoAt Oeltssc4»►4st st'1tiNke1$�fd( Wtekm�.atrP6h55lillltiltAbrS!fC�ble�di(.keT;rseCe&pfqurlQ.t�yts,Etntt�fa�Tr,oreenerc®ntymmrtezpatss�tynwn�rymazentyasTasse4�atasat:nwf,nserlru. Tss:is,esst,rten,ew>sam Anthony T. Tombo 111, P.E. airrdtNs Trus6rsat F&itsgss�t nsrwsS:N+etlk6r titOMtets ubrtiatl�esf ulM E# ggss"�r.,iti'a new stdelIX,bt6TaiCe lual :siawilrll. lSt aTpettldOn lcb udet7flsMuttiflehus,6d :tpSa.t"vP,s�gt,b•r arudkusys'Qp it[ansgasbitTA # 80083 C�Itdigksgserndltuhntu. AllmNssUMmt4sT:aalt�prtr:soleatdietsdktlxT6�itrxuflSderyklnaE'snttCS;jtsi';;klNSPtedSttlaecetusudirPrsxd sriicn. TNd dSxs Sengmititsc�T�res siemirs;xuripr irnsiasyimTbmnlirwsxs+itatr.,cen 4451 St. Lucie Blvd, stlursed otdi(t6maitpeti gsba5ep1Ta1Pn6tsbnheL ib itess Dsilpfstietufs�)ientr'J�'mP6asipu:xlrmSpMeEchm efa+ldlrm+. L7sgoa>nPtnmeenitYmlmRET. Fc& Pierce, FL 34916 Copltigta w 2016 A -I foof limes-AatbonP L Tembo III, P.L 6eprodudioa olthis dammeal, inanylasm,is pm6i6Aed vithaof the written perefusian from A•l ioalT(asses-Antbasy Uombo 111, I'l, Job Truss Truss Type Qty Ply 65959 C06 Roof Special 1 _ 1 A0035840 Job Reference (optional) 1A Al Roof Trusses, Fort Fierce, FL 34946, design@altnlss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:57:52 2016 Page ID:9vhGzpJ Nz3kTSRi—?ViMBOyd85r-PSfcn WaFRyDG DfnRGrteNOBGBgf9LR1866EsoVyOvF 3 6-2-0 10-5-12 i 17-0-9 1 -4 1 5-10-8 4-3-12 6-6-13 3 4x4 = 3.50 12 3x8 I I 5x6 = 1.5x4 11 1.71 LL2 Dead Load Deft. = 3/16 it 5x6 III 0 10 8 6-2-0 10-5-12 17-0-9 1 1 0-101 5-3-8 4-3-12 6-6-13ff-'VA Plate Offsets (X,Y)— [1:0-0-14,Edgel, [1:0-2-9,0-0-31, [4:0-2-12,1-6-31, [4:0-3-8,Edge], [6:0-2-8,0-3-01 ILOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.15 5 >999 360 MT20 244/190 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.34 5 >605 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 4 n/a n/a ,TCDL BCDL 10.0 i Code FBC2014ITP12007 Matrix -MS Wind(LL) 0.17 5 >999 240 Weight: 67 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 POT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE deft: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-9 oc bracing. cross bracing be installed during truss erection, in CTIONS. (lb/size) 903/Mechanical 1004/0-8-0 (min.0-1-8) Harz 56(LC 12) Uplift _-390(LC 9) _-360(LC 8) Grav 903(LC 1) 1004(LC 1) )RCES. (lb) 3x. Comp./Max. Ten. - All forces 250 (lb) or less except ten shown. )P CHORD 15=1875/1199, 2-15=-1809/1210, 16=-1852/1225,3-16=-1882/1221, 17=2963/1833, 4-17=-2993/1827 )T CHORD 5=-1 063/1736, 5-6=1 762/2933, 5=-1762/2933 80/441, 3-6=-1248/694 1 � Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-M to 3-0-0, Interior(1) 3-0-0 to 6-2-0, Exterior(2) 6-2-0 to 9-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 4=390, 1=360. LOAD CASE(S) Standard ribs'y.itwx'.a,�yrniaxlie'b11C6(p9SiEf{'Sft:IjGUfllliHltSiWXP1f715CGiT9Nl'6U!a}AP7)X![1'factsc�Yrfe;ipymraammaisaltthsa6isPmstmgslmbtllWjmlbrAo�LDaSrlF,ri.leh�r:uS+!alaweas0.0[hssc4sminsh2drobxTs�t,e.¢. WTdmadartasssW4knd6rrDw bh,ad lsrizssdnipErvDr,u[gse6ecmn.rt:ncc®cadat:an,�nyMdaa,+awyrtnmataderas.,.wnmt. rwec�a..nes,raaz3rmc,c Anthony T. Tombo IIl, P.E. ' rdrssaNsLnsfaog1atli:@sns :, d6rDns AeDne�sastirt[>#rWu A4b*1nNsac,YAra%hWdra RC6t acid as d5diares dl}FI. Tx raol6.s icDuiar&Matabo-Lnt,bJ 6a9iq,sMrp,�, imrtsiia�slr4xEgbyarAd sA —80083 M reiViig6nlgamMCrNrda. Allcekc to wt'n5rrtl sNbeprt'ns.dgAde6end6rrx7a�rrzu m6bn16masoQtsry{dkr�lltmuisalar:ehseud!sr reexa Pidun. tNtdim: aS rzsemsiNN4 cedadi:sidrr!rsDrapx,tnsivrupBgwndzlnxsl�,rcxa,du: ' 44515L Lud. Blvd. r6nrad✓.titrGr#rigrtdgsrbntre;ry6ssenhd.!kimsD:stpFrt4mis[DSfletu'6'a76ngm,aimxSpha Essivaamldira} IkDsgNd=dtnasermhrndb:trl. FDrt Pierce, FL 34946 CepinigbiCI2016A•1Fooftnfses•Mbon LTembo[it,U Re rodoai000lthisdommenbinoe Imm,s proKhhdr9hanrt6esriato permission6omA•)holTmsses•Ao16ao UnmoIII<P Job Truss Truss Type Qty- Ply A0035841- 65959 C07G Roof Special Girder . 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 ZU16 Print: 8.UZU s Sep 13 ZU1b MI IeK industnes,-Inc. t-n uct Z8 I1:bf:b3 Zu1b I D:9vhG2 yOJNz3kTSRi_?ViMBOyd85r-tHD_sbuCGL7rpMdgYOtvbgO54zJ4whHLmzQl Dead Load Deft. = 1/4 is 5 3x8 11 1.5x4 11 3x6 = LOADING(psf) SPACING- 2-M CSI. DEFL. in floc) I/defl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.19 6-7 >961 360 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.43 6-7 >428 240 BCLL 0.0 Rep Stress Incr NO WB 0.32 Hor2(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS MAnd(LL) 0.24 6-7 >784 240 LUMBER - TOP CHORD 2x4 SP No.2 `Except` T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-7-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 5 _ -201/1-4-0 (min. 0-1-8) 1 = 1237/0-8-0 (min. 0-1-8) 4 = 1465/0-3-8 (min.0-1-12) Max Horz 1 = 47(LC 8) Max Uplift 5 = -201(LC 1) 1 = -580(LC 4) 4 = -601(LC 5) Max Grav 5 = 163(LC 5) 1 = 1237(LC 1) 4 = 1465(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2589/1279, 2-21=-2508/1253, 3-21=-2534/1254, 3-22=-3284/1645, 22-23=-3293/1644, 23-24=-3328/1639, 4-24=-3337/1639 BOT CHORD 1-7=1150/2426, 7-25=-159613261, 6-25=-1596/3261, 6-26=-1596/3261, 26-27=-1596/3261, 27-28=-159613261, 4-28=1596/3261 WEBS 2-7=-260/640, 3-7=-851/439 WEBS 2-7=-260/640, 3-7=-851 /439 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 at --lb) 5=201, 1=580, 4=601. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 189 lb up at 5-0-6, 113 lb down and 100 lb up at 7-4-15, 66 lb down and 62 lb up at 9-8-11, and 36 lb down and 26 lb up at 12-0-6, and 19 lb down and 18 lb up at 13-2-4 on top chord, and 419 lb down and 252 lb up at 5-0-6, 43 lb down and 30 lb up at 7-4-15, 26 lb down and 24 lb up at 9-8-11, and 15 lb down and 19 lb up at 12-0-6, and 14 lb down and 18 lb up at 13-2-4 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: 1-2=-90, 2-4=-90, 5-9=90, 11-16=-20 Concentrated Loads (lb) PLATES MT20 GRIP 2441190 Weight: 57 lb FT = O% Standard Vert: 2=113(B) 7=-419(B) 21=-43(B) 22=-3(B) 25=-43(B) 26=-26(B) 27=-15(B) 28=-14(B) 4etpsyrysais'�t;ei;rpe'k'i0DEi1DiSES;iflI�CEerrttiBllSSrDfiGif9sfrF5T0YrlNF1'77ErCf9�iE�aTtan Pally deti�Psvarhtsaaii»lesxsgPos rrrss P:sigetmvi;?DDjml�rta%�T,ieahN,P.ElahrurSi:etldueosc C<Ins�mise ststrlaMtCD,WP WlebremeakritdessisCienearn2sruo-oeee:fis.scar:rs;o-aQr snge,sy::urri a},wvdncyraezpmana�mn�u��efeaaffie a;ea:O: Mrte�siyadae, :rnssaeµnawderwe ,nsams.r�ees me as,reet�e unkcsae Anthony T.TomboII1,P.E. udexdttisTrnslttay :tayisRs nsyse:3 hdtle Cves,Ae dthe Kfil 31 Vios hoMIM aieadr&r. 480083 tietaltby Dmtyrams;,,o-am. dD�:sm�o�sreo��ya amadi< aeeweyrw>ttnsde.mr,aa ntuuns=:rs,dymedsw�:daeudtrpmIjaw. 44515t. Lucie Blvd, e4aa;�ad#aziiy e6drdegndeiw4 •t;d�Ereiiiaa:sanhe! rh inss Drye G,eais€7rrietrdDey Dssgw;xrmsSyske Egi:ee. deurdtGsr. D:1nyanitemnaeu dsAsed h;p1, � Fort Pierce, FL 34946 topytighl'020IDA-IRooiLasses-AnlhonyMemboIII, P.E. Reprodadionolthisdommeos,iaanytarauisprohihiiedxiiAoanhesritteopermission from A•IRoolhasses-AnthomyUomboIll, P.E. 65959 CJ2 Comer Jack 4 1 Job Refere Al Roof Trusses, Fort -Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Sep 13 2016 I D:9vhGzpJNz3kTSRi_?Vi M BOyd85r 1-8-3 d-11-11 a3 8 1::11 0-3-8 a 3x8 II 3 � 1-6-8 1-11-11 A0035842 .y LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 4 >999 360 MT20 2441190 �CDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 . n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.00 4 >999 240 Weight: 9 Ib FT = 0% TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 (HEDGE Left: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 18/Mechanical 3 = 3/Mechanical 195/0-8-0 (min.0-1-8) Max Horz 1 = 68(LC 12) Max Uplift 2 = -32(LC 12) 3 = -13(LC 12) 1 = -53(LC 12) Max Grav 2 = 18(LC 1) 3 = - -8(LC 3) 11 = 1gsr1 r. 11 :ES. (lb) Comp./Max. Ten. - All forces 250 (lb) or less except shown. Wind: ASCE 7-10; Vult=165mph (3-second gust) isd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; At. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) d C-C Exterior(2) zone; cantilever left and right posed ; end vertical left and right exposed;C-C for ambers and forces $ MWFRS for reactions shown; mber DOL=1.60 plate grip DOL=1.60 Plates checked for a plus or minus 0 degree rotation ,out its center. This truss has been designed for a 10.0 psf bottom ord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. LOAD CASE(S) Standard O'utiet•rkestNa,e ndtr9e'AdlOCntCSCS(SEI(fij6(ItIA(1(tYiE(B@tIIQIS NSi4N(tPIiP}s�DOi!H4Uitlr hre-re duigeprcartns9dndvksutiisTress Des�pWsvkspUD)adtle klh�LTrelel➢;A'ire(aeak!elAdnsrse Uslnss@sMss Min Ik TDD,eeif L'IT,A[ssseaesAr'essl>fikasslfmRelDDek„§!. keTrnsOsstp[Qi:Sfy¢we193tl1tlO(iDDllpnfnfOtQ,,Xa'eefReirCntkgllgkfM[iR1ii1!dDdf(nRefe4Je(L4ur�?111fSCehItlRe1DDL11JeLlllTfrd.ikllSglrSA!{b,n,krdsgndams,nusfd4< Anthony T. Tombo III, P.E. '®d.udtfis7sesslumEsDtn{I50enqusit04(dfa 6neb�Onos�Snhbrgsla6e rrDd�Dssiga,h6eutlW d9e0(.Oe�afBekNlo3fa�alevll!Id. T4e�rssdd6,TD0 ed orkUmdsh irns, iagf�ag; s3�ge,hshDEinadk,oq sL9kaeregav6Cadd 480083 ae6lJy Cesger ad (w3p1v. N,ges s5alhR, IDDWn, rrggestld r,Helkn sf(N rsUluAonrarsl Sdsiiffia�e6n¢CU}isEliskdDTlfl afSl(imrdsree,-dlugsus,(}ilncc I1Tr h5exs5erssrwsDa!itln ulda:esolRx rmsDsApa,hms Cn�611xn mlLessxtlelmbneden 4451 St. LAide Blvd. aSsriiseh6nlhafumAapadspn h mNrtrsUrvQn asdrzA 7kTnss['e9p Fnhexh60TdShD� Qeilg<er,erTntsSrsk®Fyhess dwr ltlBre} lllvpy7[dhms u;a Asl4si hleFi. Fort Pierce, FL 34946 CapyrightO2R16A-IRoofirosses-AmhanyT.Tambo111,P.1. Reprodadonafthisdo(amect,inany form, isprohibited edihaotThe elfienpermissionfrom A-1Roof Tresses-AndonyLTombo III, P.E. I Job Truss Truss Type Qty Ply A0035843 65959 CJ2A Corner Jack 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cwm Run: 8.020 s Aug 31 2016 Print: 8.020 s Sep 132016 Mi Fek Industnes, Inc. Fn Oct 28 11:5/:b4 ZU16 Page ID:9vhGzpJNz3kTSRi7ViMBOyd85r-LTnMCCcWzZT_SzwgOGv6SpDihUWFpSyRZQjzsOyOvF 0-3-8 , 1-8-3 ,1-11-11, 0-3-8 1-4-11 0-3-8 ri 0 3x6 II 1-6-8 1-11-11 , 1-6-8 Plate Offsets (X,Y)— rl:0-2-9,0-0-51, fl:0-0-10,1-3-9) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Wind(LL) 0.00 4 >999 240 Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No-2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 13/Mechanical 3 = 8/Mechanical 1 = 195/0-8-0 (min. 0-1-8) Max Horz 1 = 40(LC 8) Max Uplift 2 = -15(LC 8) 3 = -8(LC 8) 1 = -75(LC 8) Max Grav 2 = 13(LC 1) 3 = 8(LC 1) 1 = 195(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=l65mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. It; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. LOAD CASE(S) Standard iat,ay-ntteeNt rN:.e�xagenm�sFwie}MIDI IonrNar��Ql¢¢nNtw¢maetara:T�tDt:,ea.FrpoDyaanesneciT.TtaaneFrINa;ese�s�ata�uslnse�t�aseman,tooaq WIlAmaNt/:CtS 09c4taNhrQtiCflttl3¢Dd. Ass Ism$Dtirl Er;iaa9.e.,Sr••tldn ftpWp's salesmim.odit V43TissdtyeMa at ADD wr.trinMI. Thdaip ¢srmdtbn,ltt&grNauu, ansiddr '. Anthony T. Torobo lll, P.E. ¢id¢lIItlISTaSSmt¢rltdinllStllllSP/sitifdrtllltDYlN,tl:tTY¢ISeF�11tldr1:tlW11lGDfFrDttlpN,hdN¢FI¢IeltleD[.tlt0(¢dBtlonoto xq¢6rdln1.Rtqurtm�dtleTDD¢dmfiddrueltlerrns,ml.8xgtmLnT,$3rese,u;RilelmreAt+toeyjtAEetlertsrnasillTpd ;y 80083 &rn:da3Cet::xuddaDad, 19 rNts 59eAlellt RO¢IlStpaaesas pNerna elhl reillud feermnq Sd9rtltaattisr 4}p!lisfsd�rrflmlMl ¢tidotxdkrrea,dpUmt I111 de5as tlsas}anAtitln a9tAitdrs lrns0N5en, irons CecgnhriandlassYaiataes,a;ess 4451 St. Lucie Blvd. rtl.�trhtleMN 6yndtsemor¢dsr¢hmrmptrt0 dudes l¢dted l)tTnsslksf�6TfaerisdDTMaGd9aT Detir,aTnssfryka Eq'veN time YoiNmT.NalntNMtems nead:tusl itiFri. Fort Pierce, FL 34946 (opyright©2D16A-IIostTrusses-AnthonyLTomboIII,p.T. gepiodurtionofthisdocemen6inanyform,isprohihiledwithout lhewritten petmissionfrom A-lloollusses- Anthony LbmbD116p.I. Job Truss Truss Type Qty Ply 65959 CJ4 Corner Jack 2 1 A0035844 Job Reference (optional) 4 • •--• • • �• • • , w�y,,L,a •., ���...,+,,, putt. U:u<U a nuy a t <u to rims. o.UCU s aep is zu io mi i eK rn0usirles, dne. r-n Uc1'ets 11:5/:b4,zUIb rage ID:9vh GzpJ Nz3kTSRi_1Vi M BOyd85r-LTn MCCcWzZT_SzwgO Gv6SpDeOU RjpSyRZQjzsOyOvF p-3$ 3-8-3 3r11-11 b-3 $ 3-4-11 3- 3x8 11 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.29 Vert(LL) -0.02 4 >999 240 MT20 244/190 �CDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.02 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Weight: 15 lb FT = 0% CHORD 2x4 SP No.2 CHORD 2x4 SP No.2 iGE 2x6 SP No.2 CING- CHORD aural wood sheathing directly applied or 3-11-11 oc is. CHORD ceiling directly applied or 10-M oc bracing. cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 104/Mechanical 3 = 15/Mechanical 1 = 311/0-8-0 (min.0-1-8) flax Horz 1 = 136(LC 12) Max Uplift 2 = -104(LC 12) 3 = -2(LC 12) -88(LC 12) Max Grav 2 = 104(LC 1) 31 = 41(LC 3) 1I = 311(LC 1) :ES. (lb) Comp./Max. Ten. - All forces 250 (lb) or less except shown. 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) V6sd=128mph; TCDL=5.Opsf, BCDL=5.Opsf, h=25ft; CI t. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3710-15 zone; cantilever left and right exposed ; end v rtical left and right exposed;C-C for members and foces & MWFRS for reactions shown; Lumber DQL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3)i This truss has been designed for a 10.0 psf bottom chord live load-nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 1 except (jt=lb) 2=104. LOAD CASE(S) Standard I ' Beviq-nest dtngdrroier6e'klt0Cr7tG35i5('SFItHj;HYEIsi INUB(ORi10DASNSN9(tCYECIS01HD6N#l+illl•hto,rntldesfpr«omde!saittde+tes«fils f«ssDu��ksviarpOLlvlae At�f.ItsSt lB;Pi teleteaSA!elk'at«e, 4d«stOnri«sttMnikt ND,mtr WTeB«taNtr;ces Adl4tasrl hrDelDDhktdrl frtU«t Drdp[r,in.•rpt.,i,�5dryitpre«;be sed«trSIDDnrteswfs®¢s;edWitt4ssuninpteeaerntry!dag4rMhs tdexu3hT«!i8gaed a MTODt*.,dnTA-L Uaktlpnnepat, hMgt«iei«s,!dMdar '.«dmnM+i««rtarartsat«y«edardruo.t«,es0rmsrlihdt}�apeWerzrDes¢a,65tod«1dMR(.6e6CutWltNlai6y«H«dT!Il.fkeptdd6alDDwlm6tUtstdMT«ts,�tnAt n}YmgthhDtin«d6n�s49k3tm}asdrlpd AtflOnyT.80083 lI,P.E. aetx c« ttddooae . AnWKsdoAmntltouith rmrcermd de«dtkrduu t, 8001r3 dN 1 rd 9 aTaedSddride«ma(IN}pdi+kdDTTPl mIAQerttd«etadt«gtmd;sil«[r. mlt'iwsmt!tsiadsiurnddlierdaa tors Msipn,husr Ct+yr6it«a wnt�ikmdrda«,wtess _4451 $t. Lucie Blvd. rd�iu dthallya/m�ay«d�mBeawrsyrDrvaeth+dfeA lkLtrsCKYp67W«h6'Or�F�3fyQee}r,«T««S}s4«hiu«!deg ltLd®}lOogGlDttdmas «;es edadoiFFl. (apyrigbs tt"�. 2016 A -I toof Tresses-Antheayi. Tombo Ol, p.E. Reprodudionof this dommeel, in ony form, is pfohibRed %ithool The eTfien permission from M Roof ficsses-Andooy T.Tombo lll,1`1 Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0035845 65959 CJ4A Corner Jack- 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.020 s Aug 312016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:57:55 2016 3x6 II LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.01 3-8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.01 3-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -MP Wind(LL) 0.01 3-8 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc puriins. 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 uide. REACTIONS. (lb/size) 2 = 105/Mechanical 3 = 48/Mechanical 1 = 277/0-8-0 (min. 0-1-8) Max Horz 1 = 79(LC 8) Max Uplift 2 = -74(LC 8) 3 = -12(LC 8) 1 = -108(LC 8) Max Grav 2 = 105(LC 1) 3 = 53(LC 3) 1 = 277(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf-, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0-wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3 except (jt=lb)1=108. LOAD CASE(S) Standard rn N PLATES GRIP MT20 244/190 Weight: 14 lb FT = 0% tW-fq-f1—M-A'- 1'611d10cFINSHSr2IIErj,ut1M1To aIDMUGISMIunuru^,maurrrwrlrmwrisutum,OW0m0,0 Atkins msftmhokvuuueelronsract.ss.tmsorsipagans,spWsf,F*msjNsulnmTDDrgrAtts@paadEerydervmlap"nsrwlidyl.4MpdCes4alnss"dmINM.1pd.1Ad.RedspnuagmstrtSgrtNans,remsunr Anthony T. Tombo III, P.E. d.uslais lmsW rnkiliag is 9t uspus3ddfdPu Osnu,IM Onn's.lLtkd.tmrta9el.DCrsgDuhmer,htb aAW dlt.m,tle Rrmi&ImNbldag utm srd171d. Rmsgpami 011ODni.srliddnm 611f.lms, Ialmdagr�IL.g>sa.mSm,Iuaw" r 0mag syDDm9eru{wsda:rysr :80083 aztA!IgDms ersr!(ra+ialsf.lasNnsueAhCelCaebmprxDrerWplfdwsdtimleilForGepeiillSdm¢Idaetl.1,K9)pNhdsj111W SKI —&—dWpnW�aulll-I&5res6sugatik!imsofish;91hlass Ussl¢d,tmsessgchybmncnmsnm>faamdess 44515t. Lucie Blvd. .a�.laar�dq.raem.pa.gae.�Dmrer.urxdre<n:la:s[pF,gammrerolmnt+D�g[.,.xrnssspnmm[.jneaelo�i aag ulopanmdxmsmesdd9danu. Fort Pierce, FL 34946 Eopy4ghl02016A-1tootTrusses-AnthmlyT.TombaIII,P.E. Reprodutlionofthisdocument,inonyform, isprobibifedxifhoanbewiltenpermissionfromA-1RDolhesses-Acrhmsyt.tomba111,P.E. 65959 ICJ. 0 Truss Type Qty Ply Corner Jack 4 1 Run: 8.020 s Auq 312016 Print: 8.020 s p-3 $ 5.8-3 5r I T b-3-$ 5-4-11 3 0-10-8 3x6 II n U N m A0035846 w 6 2016 Page Dead Load Deft. = 1/16 is (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.04 3 8 >999 360 MT20 244/190 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.11 3-8 >653 240 0.0 ' Rep Stress Incr YES . WB 0.00 Horz(TL) 0.02 2 n/a n/a 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.09 3-8 >775 240 Weight: 20 lb FT = 0% CHORD 2x4 SP No.2 CHORD 2x4 SP No.2 2x4 SP No.3 CHORD tural wood sheathing directly applied or 5-11-11 oc BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 189/Mechanical 3 = 80/Mechanical 1 = 382/0-M (min. 0-1-8) Max Horz 1 = 120(LC 8) Max Uplift 2 = -131(LC 8) _ -12(LC 8) 1i = -150(LC 8) Max Grav 2 = 189(LC 1) 3 = 94(LC 3) 1 = 382(LC 1) :ES. (lb) Comp./Max. Ten. - All forces 260 (lb) or less except shown. 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) a�'d C-C Exterior(2) 0-" to 3-0-0, Interior(1) 3-M to 5-10-15 zone; cantilever left and right exposed ; end v( rtical left and right exposed;C-C for members and Forces & MWFRS for reactions shown; Lumber. DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=131, 1=150. LOAD CASE(S) Standard Wntri-Ileesrdureytt)rzrdrde'AItOMI4SSESCM11171RIMI IDAd(CiT�➢CrfIVSTCYI'rflH'!6;b10a'�idi'hm. Yrdr6dp Pamehrs�ireale�sut4isTmsCsp¢m�QVU)eltle klla,7T.LxislJ:PE leleee¢S6eesile!arese VdnseNurisssmed "I" I", WTrI«r�mrr'me:sWrae rsrdMa:Tedgl: rdi! Isrtmsasstr(r lu,s q(q 1rAsMperToarq<ns,nm arra�drss drl sngRgn,aaat>nm(eslsane ss�:Tms(epimoaae laocdr. dnTna. t�(�gs ns,s�sss,taequamus,:nnsuq Anthony T. Tomlw III, P.E. ' edrudCisTronfumlnliadls8rngnsd8d(d(a0nu,t&OewsrAL>7s1e3IDa8el+ifeyMsma,Y�adnldlieCf,neR(ninriadlrJ3quGd1!tS.RegtmddaeIDadufrrcUned&iocs,irktu9tndln}crs7e,mmtma.00to�sarak�eresrasua:rycr I F80083 aetday Ves:Tmmd(wamm. LTemessdrdteae fCCm(Rrpmnnsml pilelixsdMldllurGmtwed Srh¢Idaeran�,!(SIIp7lsreaDTTn mdSttlmerdnnadMpxNT+dna IIFI h5ttst6negas©L4dn mAdaP:esd�irns aeslan, isms Vesyshpea mdlrmsRudnittm,s�rss -4451 St. Wde Blvd. A.'rrinfthsrihefemNaprrdarndrriturlrrOrmdes isdteA lSvTrrsikapF rmBidltls t>a 0ea r.nTnitSpffivrquxrdaq ldtla}IllmµtinDtwsm:etldsdolPFl. Coprighl02R16A-lbealTmsses-AmbanyT.TomboIII, P.E. Reprodotlianalthisdocament,insnyform, isprohibitedwhhoatibetnitteopermissionfrom A-1Roofhasses-AmbonyT.Tombollt,P.E. Fort , t1.1,FL 34946 Job Truss Truss Type Qty Ply A0035847 65959 DO1 G Roof Special Girder 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34945, design(caltruss.com I -(um muzu s Aug a-1 zulo rnn(: o.uzu s aep w zu ro nnr. sere rnuusureb, ntc. rsr vcs 4o t r.ot.00 4U to ID:9vhGzpJNz3kTSRt_?ViMBOyd85r-Hsu7dudmVBjiiH4CVhxaXEItPH2QHloj1 kC4x 1.75 12 SIDE m v 0 3x8 11 3x4 = 13-1-11 0 6-2-6 9-7-7 12-3-3 12-10-3 Oil 3 6-2-3 3-5.1 2-7-12 0-7-0 Plate Offsets (X Y)— [3:0-1-4 0-2-0] [4:0-2-9 0-0-3] [4:0-0-14 Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.08 6-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.18 6-9 >877 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.10 6-9 >999 240 Weight: 49 lb FT = 0% LUMBER - TOP CHORD 20 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 3-0-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-11 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 = 841/0-8-13 (min. 0-1-8) 4 = 851/0-5-8 (min. 0-1-8) Max Horz 1 = -39(LC 9) Max Uplift 1 = -447(LC 4) 4 = -546(LC 5) Max Grav 1 = 841(LC 1) 4 = 851(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1990/1123, 2-15=-1912/1129, 2-16=-1882/1131,16-17=-1923/1135, 3-17=-1923/1137, 3-4=-1468/1065 BOT CHORD 1-18=-1058/1875, 6-18=-1058/1875, 6-19=950/1353, 5-19=-950/1353, 4-5=-952/1370 WEBS 3-6=-166/615 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 (jt=lb)1=447, 4=546. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 lb down and 79 lb up at 4-6-7, 186 lb down and 168 lb up at 6-2-6, 95 lb down and 94 lb up at 7-0-0, and 57 lb down and 59 lb up at 9-3-12, and 155 lb down and 127 lb up at 9-7-7 on fop chord, and 24 lb down and 29 lb up at 4-6-7, 115 lb down and 69 lb up at 6-2-6, 38 Ib down and 31 lb up at 7-0-0, and 19 lb down and 24 lb up at 9-3-12, and 37 lb down and 88 lb up at 9-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-90, 2-3=-90, 3-4=-90, 7-10=-20 Concentrated Loads (lb) - Vert:2=-155(B) 3=76(B)6=-115(B) 5=46(B) 16=-36(B) 18=-24(B)19=-38(B) taarag-ratstar,��rta:.a:•sa menmssu('s6r6•larrnsslrussa rDa�neasmsrDvrnrrala�xDa�€ufas•n�. rra(etrrQg�mmrarsn,areao�suasst�:rar�,e�gDel�eatsttl�y r.te.s.ts:eartseewew:a�eo:e u:shs�s:t.+>.matnra rD0.et� aUleitragOn gees slm5t weltntlelDDbintW. IstTsns D3up[txnpe,tgruef7 EtQreety(s sedtnnTDDsgrztrmoe¢epaadargn!essiml xpreeisrngn:4tlarae iespdPs sigt: insshgiainaetaD edr.ulrtT!Id. 4edesgt nsmstws, hrtigndeun,vada% Anthony T. Tomlw I1I, P.E. adtudriislmsMugkil(rtg lsatusptsikilnrdti±Dnu,asD.nrirAh;nte,se.ef Gar.rotrr, isaeaduler aea4ae a(md at bnitaItrtgute NT%I,llegrntddat iDDWtxgritH rudaeiross, iuMrtgrmdiays'aren, hsMldutuAMtl�cM9kknr{asSal�d #80083 a aamligaesgmraa(M1dN. urdfs sawbat ¢ncamr<emersoa p4dandat Whi r.ap�a sath maa,nnW"fdInb SjInmI SMcb,d RCN ltrpwalp2mt. Ri-IL'°.�£tSaCrfSrfMPA511H Q,eAA'tSB1 PG IfgS DfSIQq,imseeop hnaadiress wrtnrcaer,�ess 4451 St. Lucie Blvd. .lstuGhelgo(aemapre9ernh.rmgayra geaestmdel iesrnsshsrg,6pnerssaDTt GaBngDrsip�r.aTnssfysatt Egaeudaq ltiNa} sUmN,udmns urmldaslhlirl. Fort Pierce, FL 34946 (opyright 0 2R16 A -I Roal Trusses ;AnthonyT. Tombo III, P.E. Reproduction of this do(emed in coy farm, is prohiblied %ithut the written permission from A-1 Roof Tresses-AntlonyT. Tombo III, P.E. 65959 D02 I ROOF SPECIAL 1 A0035848 L usses, t-on vierce, rL 3494b, design(Naltruss.com Kun: muzu s Sep 13 2016 I -Tint: 8.020 s Sep 13 2016 MiTeK Industries, Inc. Fri Oct 28 11:57:56 2016 1 ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-Hsu7dudmV BjiiH4CVhxaXElu9H 1 RHKs111 kC4xG Q-3$ 7-9-1 14-0-1 1A-3�9 0 3-8 7-5-9 6-3-0 -3 2.95 12 4x4 `A 3.50112_ Dead Load Dail. = 3116 it no to 3x4 = 1.5x4 11 3x8 11 - (psf) SPACING- 2-0-12 CSI. DEFL. in (loc) I/deft L/d 30.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.13 4-7 >999 360 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.32 4-7 >544 240 0.0 ' Rep Stress Incr NO WB 0.10 Horz(TL) 0.03 3 n/a n/a 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.14 4-7 >999 240 CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 CHORD 2x4 SP No.2 S 2x4 SP No.3 2x4 SP No.3 TOP CHORD 2-0-0 oc puriin (4-7-15 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. REACTIONS. (lb/size) 1 = 784/0-8-13 (min.0-1-8) 3 = 838/0-5-8 (min.0-1-8) Max Horz 1 = -51(LC 13) Max Uplift 1 =-330(LC 8) 3 =-332(LC 9) Max Grav 1 = 784(LC 1) 3 = 838(LC 1) RCES. (lb) x. Comp./Max. Ten. - All forces 250 (lb) or less except Bn shown. P CHORD 3=-1430/954, 13-14=-1353/957, 4=1344/965, 2-15=-1368/976, 16=-13851967, 3-16=-1431/963 T CHORD =-808/1313, 3-4=-808/1313 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-M to 3-0-0, Interior(1) 3-0-0 to 7-9-1, Exterior(2) 7-9-1 to 10-9-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 1=330, 3=332. 7) Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 47 lb FT = 0% wauar•ikea tlneryslrsninfee'1-I �CFIi(3kS{'SE((a'7:6ENflltlus6l(OktV110fs(USP19(trsN�10909t£t4/1f[r hrm.rttd(bsyeramdu59fuedaeRsuhisrmstNsT tlesmilFUC}s�fteAeRup LlonSel3,Pi lelesueAvelke!mrvse. �hlnsaknin shh(n IN ID6,� -,, WTriues+mrr!r'es 9auGesHhrtkeII-0a r: rssA rse uus AeHp hpcex(Ii,sraM1}[qimjN sedu amIDD:ryussm amepa:edR+pehswu!eepsenry re>)us8iiarmd(espdCzi*Ims&IiowurteDo* ninIN. the Anthony T. Tomfw III, P.E. duudttislteahrarkOiy lstlesaptsADAsdtaOnn,&OnersMaheiep�tatlelsDi¢rDesinn,h�odedeltle R[,tle R(us!&ladl+3f�u(eedlpI.Iks;3nmldQe100 ed esffnuaedtleTeua,iIrtgfsdL7ys3:t5e,4;4tletinaAlntl�tAeA le9eresras5ii]rd 1 80063 ttatsiDirges5gesed(ah:Ja. Nsdts s:teutmtic lCDsdmpaaua(pfhlhadraMllhghrtpuel Sd:¢Idaerlia(i(51)pNisFadD(ln arSxi ae eelnn:edfu MmtlgSJuem. lRd hsus CttespeseaDDnalrRiesdMlmsDedtea,Cuss Dsdga hlhen adlressMeednh�n a,as - 4451 St. Lucie Blvd. e1•nia(eMelhofuIIMapser�ah+riN(hrDrsesesindn(Iklnst[ksi�fiyissakDOTtleL33si L+slyr,arassfgs4s rghendsn(ksitlb}ID olCuadwes nanldsdhR(l. -(oppighss02016AdioolTrosses-AnihonrT.Tombo111,P.E, Repiefiction of this docemeri, in omy form, is Irrohibited withoutthe volition permission from A-] Rool Tresses- AaftanyT.bmim 111,P.f. Fort Pierce, FL 34946 Job Truss Truss Type Qty _.Ply 65959 D03G Roof Special Girder 2 A0035849 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s.Sep 13 2016 MiTex Industries, Inc. Fn Uct 28 11:5/:51 2U16 Page ID:9vhGzpJNz3kTSRi_?ViMB0yd85r-12SVgEe0GUrZJRfP3OSp4Rr0gh0x0eltF0xdTIy0vF Q-3-♦3 5-3-6 8-5-0 , 14-3-4 -12 14-6 -3 4-11-14 3-1-10 5-104 -3 4x4 7 05 3.50 Ll2 Dead Load Defl. = 3/16 it 3x10 = 6x6 = 5-3-6 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.17 6-8 >999 360 TCDL 15.0 Lumber DOL 1.25. BC 0.68 Vert(TL) -0.38 6-8 >456 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.67 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2014/TPI', Matrix -MS Wind(LL) 0.19 6-8 >925 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 4104/0-8-5 (min.0-1-11) 4 = 3672/0-4-8 (min. 0-1-8) Max Horz 1 = 65(LC 8) Max Uplift 1 = -1776(LC 4) 4 = -1530(LC 5) Max Grav 1 = 4104(LC 1) 4 = 3672(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10684/4557, 2-3=-7458/3127, 3-4=-7605/3157 BOT CHORD 1-12=-4422/10357, 1-13=-4423/10359, 13-14=-4423/10359, 6-14=•4423/10359, 6-15=-4423/10359, 5-15=-4423/10359, 5-16=-2970/7220, 16-17=-2970/7220, 17-18=-2970/7220,4-18=-2970/7220 WEBS 2-6=-711/1739, 2-5=3486/1584, 3-5=-1432/3498 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.0psf; BCDL=5.0psf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=1776, 4=1530. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 885 lb down and 408 lb up at 0-9-4, 883 lb down and 402 lb up at 2-9-4, 875 lb down and 392 lb up at 4-9-4, 883 lb down and 383 lb up at 6-9-4, 883 lb down and 383 lb up at &9-4, and 883 lb down and 383 lb up at 10-9-4, and 883 lb down and 383 lb up at 12-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-4=-90, 1-9=20 Concentrated Loads (lb) Vert: 12=-885(F) 13=-883(F) 14=-875(F) 15=-883(F) 16=-883(F)17=-883(F) 18=-883(F) PLATES MT20 GRIP 244/190 Weight: 130 lb FT = 0% I ;E rr 6 A1"4-11mi@aeg3rr.Iinr@e'2-I10OrT�SffirSEIfH}6EOi11(1lldSl(OITiOOffiMWU(CQrd'f i'.IAQB!�Fllill'M¢ rrt@r laigeraaMasai aelahsnrlsTassOes;SOnrbrlCdjd@e!e@aq i.La»gPt lelannSlati�enme q+lmsa@ervise s@kla@etOgray 141e1SssumpInliks0smila@eTCOin Ia,& usTnss osip6 zap.e,f,". Fquea;,l§snlnmTDOrrynsemnmgsaafi@iphnnM n¢eeeainryos@itq��hspstPssh>fzTrtssteglUedn@eTPAdr. nlnlAd.Tkdagv aaapnst,@�g a�rmas, waaq Anthony T. Tombo III, P.E. devdgdlasshregkafiylS@ragnS@a@tAMCast. It. Oates ;tssNelegalw@eW16110nipa, lab nAatet@eI1L@e0(or@sbrdioiftgodaJTtld.tleginsds{@eTBOolsgOeNneeltietrrss,i+drl,egrad!a#MCI%iiststwwua4ntlsyxLOh@ensgasdtllgtR #80083 Oarl&;hsgmd(o&nb,. Mists s@a11e@e rM mllh jnftsal p1diuSdCnldli6l6a}mxl SVI IFImis isse,eMIaNMCwsdgdaa.IF. Iifts@luslatilifits sliftof hTW ONpa,Tmss a" 4" dTnnua,talaenm � 44515t. Lucle Blvd. e@a"ia Gfadlpa(mSaragSmlgnb"rails e0 Falls knlal. lia rnssissip6tmakfiOC@s ba�gCatigeer,aTnss Spko Eoguardaq YaMbg. Nogm7rdamseami>tbalalrFl. Fort Pierce, FL 34946 (apyright©tD16A-I toolTmsses•Aot5OofT.TemhoIll,P.E. Repmdooiaaotthisduameet,iooOflosm,ispru6i6itedrithoelt6eerfienpermissionframA-lgaolTrtsses-AuflaayT.Tom6oI11,P.F. Job Truss Truss Type Qty Ply 65959 F01 ROOF TRUSS 5 1 A0035850 'Job Reference (optional) 0-3-8 1-2-13 „ 2-6-0 6x6 = 3x6 = 1.5x4 11 1 2 16 3 nmr. o.UCU 5 rsuy o, ZU 10 rnnL o.ULU 5 00P la GU 10 M11 eK m0usine5, Inc. r-n ucl &S l 1:n1:btt zu1b rage ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-DEOtl af01 o_QxaEbd6_2cfO9s5fgl6YOU2hA?9yOvI 2-0-0 i 2-8-11 i , 0-11-14 , Dead Load Defl. = 1/8 is 3x4 = 4x4 = 3x3 11 3x4 —_ 3x3 11 4 5 6 17 7 8 , 15 14 13 12 11 s a s 9 3X4 = 3xb = 1.5X4 II 1.5X4 II sU 3x10 = 7-10-13 3x6 = LOADING(psq40.0 SPACING- 1-8-0 CS1. DEFL in (loc) I/deft Ud PLATES GRIP TCLIL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.15 12-13 >903 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.30 12-13 >461 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) -0.03 10 n/a n/a BCDL 5.0 Code FBC2014[TP12007 Matrix-S Wind(LL) 0.30 12-13 >466 240 Weight: 83 lb FT = 0%F, 0%E TOP CHORD 2x4 SP No.2(flat) NOTES- BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) BRACING- Vasd=128mph; TCDL=5.Opsf, BCDL=3.Opsf; h=25ft; TOP CHORD Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) Structural wood sheathing directly applied, except end and C-C Exterior(2) 0-3-8 to 3-3-8, Interior(1) 3-3-8 to verticals. V- 15-7-6 zone; cantilever left and right exposed; end BOT CHORD vertical left and right exposed; porch left exposed;C-C Rigid ceiling directly applied or 2-2-0 oc bracing. for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 REACTIONS. (lb/size) 2) Provide adequate drainage to prevent water 9 = 320/Mechanical 1 = 663/0-3-0 (min. 0-1-8) ponding. 3) Plates checked for a plus or minus 0 degree 10 = 677/0-8-0 (min. 0-1-8) Max Horz rotation about its center. 4) This truss has been designed for a 10.0 psf bottom 1 = 62(LC 11) chord live load nonconcurrent with any other live Max Uplift 9 =-172(LC 8) loads. 5)' This truss has been designed fora live load of 1 = -467(LC 9) 20.Opsf on the bottom chord in all areas where a 10 = 456(LC 9) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 1�Aax Grav bottom chord and any other members. 9 = 320(LC 1) 6) Refer to girder(s) for truss to truss connections. 1 = 663(LC 1) 7) Provide mechanical connection (by others) of truss 1 = 677(LC 1) to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 9=172, 1=467, 10=456. F1ORCES. (lb) 8) Gap between inside of top chord bearing and first Max. Comp./Max. Ten. - All forces 250 (lb) or less except gonal or vrtical web shall not exceed g� CAUTIONeDo not erect truss backwards500in. when shown. OP CHORD 1�2=-678/1046, 2-16=-1544/2453, LOAD CASE(S) 3 16=-1544/2453,3-4=-1544/2453, Standard 4t5=-1563/2462, 5-6=-374/600, 6 17=379/601, 7-17=379/601 BOT CHORD 13-14=-958/676, 12-13=-2372/1563, 11-12=-2372/1563,10-11=-2372/1563, 91,10=-523/421 WEBS 5-11=-445/123, 3-13=-325/259, 2113=-1548/955, 1-14=-1279/902, 2�14=581/759, 5-10=-1290/2020, Nrmsq-ltma'.mss}iymisnht'4;ri8F1lUSSB('t9l(Yi.�hUCT8t8tCdM¢R9a((3T¢ky"tU!8}i(g7RtE�rh1'rwa. rsr�Gsipprzasms¢ls»Ip�sadishrss W.sip{:sai>PRWjerA�Ia6attr,TschlC,►l:.IAnpuSsvlCdwsase. ¢dssss?znlse stmlaRaT�,mlr '.. WTek srllilessldllesseerer ICObsssdLlssims¢nipEyzeriU,sre r( er sr.rT:n, �r,m exa��as> y,e , r�r�c a , wsse�slca�a,r¢.a.,amTna.T;se rssr ,r ,, Anthony T. Tombo 111, P.E. ' sdmdhh* isshreir IkNis gs uspe.3itrddr car' saWtr.Eq¢rsBur.otis Amildps R(rh 111pi in WKfqahvi11RToeylsorddRtN¢ # 80083 (aval�symm((uuau.ansnsx�fa�er��rrrneu,sdi�eao�(aammsanmv�c�dpm�asr(►mamuaxda.TT(faae,rry�m s�msetran¢e�x,rnsrwyurmrantTm,u�arearcoom 4451St. tucleBlvd. s!iar;ed3 iirs6sextspnleyb.r,°.glre3p¢nmehelthams¢n�aFs;raalss�rteMstmg¢ssfpn,aimssfrasaFgtteadsztlu'Iray.A7ssr ratnmaenhroeCh74r, FostPierce, FL 34946 Upy4i6lC^2016A-1foolLosses-AothonyUomboIII, P1, reprodoaionoftbisdommentAtionylo,m,ispro6i6Aedvdhmilibewritten permission Item A-lllodhosses-AnsbeeylTnobo114P-L Job Truss Truss Type Qty Ply A0035851 65959 F02 FLOOR 7 1 Job Reference (optional) Al rmor .t Fusses, ron Fierce, M a4a4o, oesignumanruss.com 0-3-6 i—i 1-2-13 , 2-6-0 3x6 = 1.5x4 11 2 3 nun: mucu s Nug a i cu to rnnr. o.ucu s aep to cu to not t eta mousrnes, inc. rn um zo t i:ar:ao zu to rage ID:9vhGzpJNz3kTSRi_7ViMBOyd85r-DEOt1 af01 o_QxaEbd6_2dOHj5hbl7cOU2hA?9yOvf 2-0-0 3x4 = 3x4 = 4 5 1-4-13 r� Dead Load Defl. = 1/16 h 1.5x4 11 3x6 = 3x3 11 6 7 8 15 14 13 12 11 10 9 3x4 = 3x8 = 1.5x4 11 1.5x4 11 3x6 = 3x6 = LOADING(psf) SPACING- 1-8-4 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 TCDL 10.0 Lumber DOL 1.00 BC 0.84 BCLL 0.0 Rep Stress Incr YES WB 0.53 BCDL 5.0 Code FBC2014/TP12007 Matrix-S LUMBER - TOP CHORD 2x4 SP N0.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9 = 714/Mechanical 1 = 714/0-2-14 (min.0-1-8) Max Grav 9 = 714(LC 1) 1 = 714(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-746/0, 2-3=-1762/0, 3-4=1762/0, 4-5=-2254/0, 5-6=-1821/0, 6-7=-1821/0 BOT CHORD 13-14=0l745, 12-13=0/2254, 11-12=0/2254, 10-11=0/2254, 9-10=0/832 WEBS 4-13=-703/0, 3-13=-260/0, 2-13=0/1120, 5-10=-652/0, 6-10=-262/0, 7-10=0/1094, 7-9=-1060/0, 2-14=-633/0, 1-14=0/994 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. F DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.1810-11 >999 480 MT20 2441190 Vert(TL) -0.2510-11 >752 360 Horz(TL) 0.02 9 n/a n/a Weight: 81 lb FT = 0%F, 0%E �xdrq•0muaymhxTu'klrCOflr6fStS;iBL�.>Ea9,TltOtRS6ta!�',IJritaT011;'t0!Eljt(g9M1FPaYt�1'hrs,T:r�}icappzsaetdsreisu•SuMuhisinnferi7sMr�;";PDjml�rt4eetT.LahIL,PEldaaoSurtleiutnttekssc�iunatiwrai�,� ` W19manhrptdessNf4knbta6rtG)bRu4LlsvrmsNsgeFapxi¢4yetr>usdn�ra,dcd,meaaertdm�;�"am:eta,��,i�,drrt"ueenesrgun,awlrFLrxeask,es,ras,ra�usus,s Anthony T.Tombo111,P.E. ' ulru ttWstustlu�tc a7i: !nsree; 5hdrYrU SirOne�sMkm3:l yeddM&; 9ui ,aSirn�¢ddMv kilt Kedth hm1W$ga&mdMi. T4gpr,&IN RSid 80083 drhtllyDesqutulGshe:br. Ulan:sFdrd'aSsGslaitb atdsair5estd4skleggfnPmedh:fd!,6las2ir7. iri's�lyltldSlSlvsrdan¢l yaerdrdt�.itFl d€xs5tsesp}uliLrseS Mnsai�T'rstAeGSsr,Yrrutvtip6llenalUwYaohestrt.mSru - 44515t. L.de Md. dlnradaiipr6dn�irpndrpabnnplr�7pGtshnMeR t4lma �sgaBTirEe(si]T>SetrilfuPkst;Ileyr:r»n5edra Es:rndarldlim+. Alcga>rdtnnaeulermlb743. Fort Pierce, FL 34946 i CapyrigEl�iT0lAdlraafhosses-kl6oayi.Tca6a01,P.F. &pmdouioaatMisdatd®cot,inauylorm.isproli60edxif6oart6e�ritteapermiss3aahoaA�lPoolTmsses-AatEoayLTamEoI11,P.F. Job Truss Truss Type Qty Ply 65959 F02A FLOOR 6 A0035852 Job Reference (optional)4 0-3-6 ,1-213 2-6-0 3x6 = 1.5x4 II 2 3 MU11. 0-UCU 5 ^Uy J 1 tU 10 rrlrlL O.ULU 5 Jep 1J GU 10 MI I eK IQUusines, Inc. rn Uct Z0 1 T:b/:by zu1b Page ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-hRaFFwfeo66HZkpnApVH9swSIV2BUa0AjiQkYbyOvF 2-0-0 1-4-1 Dead Load Defl. = 1/16 it 3x4 = 3x4 = 1.5x4 11 3x6 = 3x3 11 4 5 6 7 R 15 14 13 12 11 10 9 3x4 = 3x6 = 1.5x4 11 1.5x4 11 3x6 = 3x6 = E 'LOADING (psfj SPACING- 1-8-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.1710-11 >999 480 _ MT20 244/190 ,TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.24 10-11 >776 360 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 81 lb FT = 0%F, O%E TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) PRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-M oc puriins, except end verticals. ROT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 9 = 702/Mechanical i = _ 702/0-2-14 (min.0-1-8) Max Grav 9 = 702(LC 1) 1 = 702(LC 1) ORCES. (lb) lax. Comp./Max. Ten. - All forces 250 (lb) or less except then shown. OP CHORD -2=-733/0, 2-3=1732/0, 3-4=1732/0, -5=-2208/0, 5-0=-1771/0, 6-7=-Ml/O !OT CHORD 3-14=0/732, 12-13=0/2208, 11-12=0/2208, 10-11=0/2208, 9-10=0/789 VEBS -13=-685/0, 3-13=-257/0, 2-13=011100, -10=-650/0, 6-10=-258/0, 7-10=0/1086, -9=-1022/0, 2-14=-622/0, 1-14=0/977 11) Unbalanced floor live loads have been considered for l is design. 2 Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to b aring plate atjoint(s) 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" XI3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. •Thctt�;ey�lr;niraM'A't8gi11�iSF4('SBS�oUt0AC19?CS6WMPIE>>MS(FSNk"r0!tl'jk(RSSIXIEUid�:lTrxb.TxS}tzYppraEfasWnrfnMntNsi�NstpP.rent(tOpjeHblljlrr,+ltlE,►.F.IAnnaSivltehraau7ebuaSs7ribshr�nbel6P.ny '.; wrek ' rplat•.ssldnaellvYnT�7bN l lsarsaDna[saedl.r�e�?[ 2brudan?yaw:eera�mm+��rrnr�egem�pnqu n�as a s uxsepaean�erautt,+Iw?ru.rgea£+r.sr�r a taut' esm ry ;', AnthonyT.Tombo1II,P.E. ulrxsiNsTrassksy6nyksnrsr.d!d6aUsEs,iiaU.ads>s�eds�.4nCaEsg6xa�a,►riaasm4Catl4[n0(namtml6a#:al;madRbl.ra�pardo1m17vaer5at9rs�drteTrnabteP�a9.s,bstT�amrk�sb94t�nsrasbicga a 80083 Mluttirya�gea�telsrahr.N®tesseiadh6ar7aitbrnfnsm(cliPstzdbswaera s t ,a 5yaw`delhrrl day[Uaanhrncd ptudryame. raHla a:;ae �� �aa"sar�arres rm1[, my„��auw>m r�ar,��n 4451 St. Lucie Blvd. _ N!urt;a4txlitsGlsped rb.rlrc�plies bnheL[!a?ressWsipE�iuntsi7peryDzilpa;e:rmsS�iaE,.AmldtYa}lap�€uifnm�essGthdh;Kl. �Cappig61�1g16A1RaaiLasses-Anl6anyL1em6o111,P.E. FepsedartiaaafthisdemmeM,ieoaplmm,rsprobi6itedwif6aart6ewrirteapermissionrmmAIHoalTrossas-AatDaoyLTamLoil,p.F. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0035853 65959 F03G Floor 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 0-3-6 1-2-13 „ 2-6-0 Run: 8.020 s Aug 312016 Print: 8.020 s Sep 13 2016 MTek Industries, Inc. Fri Oct 28 11:57:59-2016 Page ID:9vhGzpJ Nz3kTSRi—?ViMBOyd85r-hRaFFwteo66HZkpnApVH9swQcV?yUV—AjiQkYbyOvF , 2-0-0 1-10-15 1-8-14 r� Dead Load Defl. = 1/8 is 16 15 14 13 12 11 10 9 3x4 = 3x8 = 1.5x4 11 1.5x4 11 3x6 = 5x8 = 3x3 1 i q-3-6 6-10-11 7-10-11 , 8-10-11 , 13-8-2 _ 6-0 1S-9r8 3 6-7-5 1 0 0 1-0-0 4-9-7 115--9-14 -3-13 Plate Offsets (X,Y)— [4:0-1-8;Edgel, [5:0-1-8,Edgel, [8:0-3-0,Edgel, [10:0-3-0,Edge], [15:0-1-8,Edgel LOADING (psq SPACING- 1-4-0 CSI. DEFL. in' (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.25 11-12 >737 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) -0.38 11-12 >487 360 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 84 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T1: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) *Except* W5: 2x4 SP No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9 = 1635/Mechanical 1 = 723/0-2-14 (min. 0-1-8) Max Grav 9 = 1635(LC 1) 1 = 723(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-1620/0, 1-2=-768/0,2-3=-1869/0, 3-4=-1869/0, 4-5=-2778/0, 5-6=-2949/0, 6-7=-2949/0, 7-8=-2560/0 BOT CHORD 14-15=00767, 13-14=0/2778, 12-13=0/2778, 11 -1 2=0/2778, 10-11=012560 WEBS 4-14=-1126/0, 2-14=0/1213, 5-11=0/465, 6-11=-251/0, 7-11=0/448, 2-15=-650/0, 1-1 5=0/1 024, 7-1 0=-1 570/0, 8-1 0=0/2996 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s)1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1265 lb down at 13-8-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-16=-7, 1-8=-67 Concentrated Loads (lb) Vert: 7=-1230(F) tpaew•Fisr�SxeayrnieKia'L;ICORMS6j3flt:Tj6faBttIFY4SatCMCR76:I5rCR"tU!EI'Itt(sDRtECs!}Thsu.Ys;S}irpWminsubadmks nMimslwipinavFrsWiW5e1a6v�7T,Itake:Pit�seeu%:dtduene.3elsssa srtustusZnW1'�P,ody 161ettem�rrhfu ddtle aedhr600ftitnU. . Anthony T. Tombo III, RE. nl ter sttUstrzsstumytidgss tts nslrev3:rhd1Se0rex,tig0•sdsesbmhdmdu As lsq Crso"'ismacesidth Kra Kni0s ladsuRAstsmi. #80083 6etaadq hstgsa mlraaWa. dUma?s sd edksRsCaedWpscxes niraicrmsdL4Wagiei:med5den, tlas�"iojth'jP+!'1if?ntd5it1 mce4ssaimaryxdtie. fhl ddxesdsus�sifiLasmlldnsaF"atassCe!',ns;irnsrvgeifpharsitautladiceer,..`m. 44515t. Lucie Blvd. rl�ar;�da 3}e6drzlgmde}uhnaepye'ptin haFel Ih 7ass 0uila hpaaBl'ilttieted&aqDrslpa;arassSrs4aEyheea(ml"1iay. 11rgadidsaresgets lifted iti 1-L Fort Pierce, FL 34946 Iepprigh1 W 2016A-1 hotbusses-AuthonyLTumho111,P1, Repredodioaofibis denumentiaonylam,isprobibiledseitloalthewritten FermissinnhomA-I Roolhasses-AntbonyLromboIII, P.F. Job Truss Truss Type Qty Ply- 65959 F03GA FLOOR 1 1 A0035854 Job Reference (optional) 0-3-6 ri 1-2-13 2-6-0 oop 10 <u ,o went. o,ucu s aep- w cu to mi t etc muustnes, Inc. rn "'T zo I-t:aa:uu zu]o rage ID:9vhGzpJNz3kTSRi_7ViMBOyd85r-Ad8dSGgHZPE8AuOzkWOWh4TcCvL6D XJyMAH41yOvF , 2-0-0 1-10-15 , 1-8-2 Dead Load Deft. = 1/8 it 16 15 14 13 12 11 10 9 4x4 = 3x8 = 1.5x4 11 1.5x4 11 3x6 = 5x8 = 3x3 I I THE 6-10-11 2 �LOADING (psf) SPACING- 1-6-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP 'TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) —0.23 11-12 >785 480 MT20 244/190 DL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.35 11-12 >524 360 LL 0.0 $Dl- Rep Stress Incr NO WB 0.76 Horz(TL) 0.03 9 n/a n/a 5.0 Code FBC2014/TP12007 Matrix-S - Weight: 84 lb FT = 0%F, 0%E CHORD 2x4 SP M 30(flat) *Except* T1: 2x4 SP No.2(flat) CHORD 2x4 SP M 30(flat) S 2x4 SP No.3(flat) *Except* W& 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-M oc burlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 9 = 1516/Mechanical l = 759/0-2-14 (min. 0-1-8) Max Grav 9 = 1516(LC 1) 1 = 759(LC 1) 3RCES. (lb) ex. Comp./Max. Ten. - All forces 250 (lb) or less except hen shown. :)P CHORD 9=-1502/0, 1-2=-803/0, 2-3=1940/0, 4=-1940/0, 4-5=-2786/0, 5-6=2800/0, 7=-2800/0, 7-8=-2289/0 JT CHORD I-15=0/802, 13-14=0/2786, 12-13=0/2786, 1-12=0/2786, 10-11=0/2289 EBS 14=1074/0, 2-14=011253, 11=-117/327, 6-11=-262/0, 7-11=0/589, 15=680/0, 1-15=0/1071, 7-10=-1443/0, 10=0/2702 I? Unbalanced floor live loads have been considered for this design. 2y Plates checked for a plus or minus 0 degree rotation about its center. 3y Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate atjoint(s)1. 5 Recommend 2x6 strongbacks, on edge, spaced at 1 -0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1051 lb down at 13-8-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 9-16=-8, 1-8=-75 Concentrated Loads (lb) Vert: 7=-1011(B) TW141i PL1q aaerawIdm®tt, ' nrmd�lrnthrog6s'�SnR�nsµr.�andSSrGees,6t0�1�tr7�ar-puBr[3.�gOt+:me,hatt�ldlYeltr..tkt Q[ed61m15a'�ahmi1t41. Tasgrn+ddU�S3golerSieNf�drnTmt,trJd�! Gstreiltq@siptt edCuaets, 111eAessdvdOeEs �gc�lEaptdicecnlraie4raztSthke1tsgCtaztVSdehtdgsteeSk'�Sai stl6;?FlodStflsetdunuA pnrd JAL".%I dfnnfieteyasiY,L"et�iiaYesdSe aGnssaddadir t 6to epnlgnif "krdrorastmhat ih Pms Drip Oghesis 17,61 iCq 11 cowl:=epees nentetudh0ti, �(cpFtighr�7016AFQnatLossse-Aat6eayT.Tam6o81,P.E. ieprodoaioaofrEisde{omen,ianoylutm,isproEihAedsithoonDestittenpermisuaehoasAd9oorTmues-Anr)toeyT.TomSoIII,P.F, Anthony T. Tombo III, P.E. # 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0035855 65959 FO4 Floor 2 1 Job Reference (optional) Al Root I russes, tort Tierce, t-L 3484b, aesignLaltruss.com 0-3-6 1-2-13 i 2-6-0 Kun: u.u/u s rug a s cu io rnm: o.uzu s aep w cu io Ms s esc snaubrnes, mu. rn Ucs co s r.ao.uu Zu ro rdye ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-AdBdSGgHZPEBAuOzkWOWh4TcuvO?D4mJyMAH41yOvF 2-0-0 1-7-11 Dead Load Defl. = 1/16 it 3x4 3x6 = 1.5x4 11 3x4 = 1.5x4 11 US = 1 2 3 4 53x4 = 6 7 44 I I 14 13 3x3 = 12 3x6 = 11 10 1.5x4 II 1.5x4 II LOADING(ps;q SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DC 1.00 TC 0.52 Vert(LL) -0.14 11-12 >999 480 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.20 11-12 >770 360 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) -0.02 8 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 481/Mechanical 1 = 481/0-2-14 (min. 0-1-8) Max Grav 8 = 481(LC 1) 1 = 481(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-470/0, 1-2=-496/0, 2-3=-1143/0, 3-4=-1143/0, 4-5=-1262/0, 5-6=-638/0, 6-7=-638/0 BOT CHORD 12-13=0/495, 11-12=0/1262, 10-11 =011 262, 9-10=0/1262 WEBS 4-12=-304/21, 2-12=0/713, 5-9=-690/0, 7-9=0/764, 2-13=-421/0, 1-13=0/660 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 9 8 3x6 = 3x3 I I PLATES GRIP MT20 244/190 Weight: 71 lb FT = 0%F, 0%E tA'e�zyrteeu"�xw,�jte,ierfte'bir00l00IIrijitit3'}.S:e@1tNYS6{ON61tJ)Ri(GSTOslg"rNflj7.{�SDpi[C�.YI'h+e.r:rrldripteeatMst,d,alMnnfii,irns[esi{Srnrni{�jmf5e{ckagLie�Ssl:rER�aaS',n1Ede�erst$eNtse�;iinstetdmMl&Oeilr Wldarmed„�sssl,tlle nH6r3s1'aOhT:,,eW. TsaUm Cril,Ea3�n(ie,sfezrr,r{e„ma�rt>e,,®eQym,:Meer:,,�y„wmnree�,y.an,t:inssa,�adm�,t:o,.>r:,tr+i. rxi�cs�ees�s,6,es,saa Anthony T. Tombo 111, P.E. eclrs,d�sYn,Mnsritsri:C"iulxee;3.{hdde 6r,ar..{t,6misle6rea�s{SdnI�3esi{an,ull,aWdNa li(,tke@Cm.3lke lemth'r.Ea�as#IlFl. tata,�o,ddneP-0ad ar6t@ndevLnk6�7Ai.slxs�,kN4ed6,i3Okransp"sOJ:rd #80083 rkr�aer6er,dead,l6mas,dm®s,radbpsensu{ eesd6staaFyrwuuscNrhns,et i5ytmntswoeet ud�rwdlaw.rru4451St. LucleBlvd. sAna;s,dSW4.fi,Rd gA'Rd.UjtT:ralieshsshei.Ittlaa6,sqeBFurise'l,"Dtsy,v,a[renSracsfgDe„de,rldtd'aa AO„}asD,dt",naess hr"e{h;fld' Fort Pierce, FL 34946 (ispytighi 0 2016 Al toot basses-Assibanyllossbc 111, F.L reprodeeioaeftdisdemment,iaanylam,isp,o6i6Aedrit600tt6erdltenpermissimshem A•ltoolTiesses-AnthetyT.lemboll0l. Job Truss Truss Type Qty Ply_ 65959 F05 Floor 1 1 A0035856 Job Reference (optional) 0-3-6 i T, 1-2-13 „ 2-6-0 l� 3x4 1 3x6 = 1.5x4 11 2 3 —,j a I — — rul a. o.— b C3UP ,J LU to IWI I Ca IIIUUbefleb, inn. rn uci zo i Loo:uu zulO rage- ID:9vhGzpJNz3kTSRi7VIMBOyd85r-Ad8dSGgHZPE8AuOzkWOWh4TcyvPaD4kJyMAH41yOvF 2-M , 1-0 13 , 1— 5-0 P6� 3x4 = 1.5x4 11 3x4 = 3x3 11 3x4 G 4 5 6 7 8 15 14 13 12 11 10 9 3x3 = 3x6 = 1.5x4 11 3x4 = 3x6 = 8-10-14 14-7-14 Il_3 S 6-10-11 7-10-11 , 8 10-11 , 12-" 14 1-8 14-4r6 0 3-0 6-7-5 1 0-0 1-0-0 0- -3 3-9-10 1-5.0 012- 4 0-3-8 'Plate Offsets (X,Y)— [1:Edge,0-2-41, [4:0-1-8,Edgel, [8:Edge,0-2-4), [11:0-1-8,Edge) �LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 ITCDL Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.1412-13 >999 480 MT20 244/190 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL) -0.20 12-13 >843 360 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) -0.02 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 75 lb FT = 0%F, 0%E TOP CHORD 2x4 SP No.2(flat) POT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) PRACING- TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 1 = 508/0-2-14 (min. 0-1-8) 8 = 508/0-5-14 (min. 0-1-8) Max Grav 1 = 508(LC 1) 8 = 508(LC 1) RCES. (lb) x. Comp./Max. Ten. - All forces 250 (lb) or less except an shown. P CHORD =-525/0, 2-3=122210, 3-4=1222/0, 1426/0, 5-6=-1426/0, 6-7=-562/0, -564/0 T CHORD 14=0/524, 12-13=0/1426, 11-12=0/1426, -11=0/907 :BS 3=-385/0, 2-13=01768, 2-14=-446/0, 0=-506/0, 6-11=0/606, 1-14=0/700, 0=0/711 9 Unbalanced floor live loads have been considered for this design. 2 Plates checked for a plus or minus 0 degree rotation a out its center. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s)1. 4i Recommend 2x6 strongbacks, on edge, spaced at 10-0-6 oc and fastened to each truss with 3-10d (0.131" XI3") nails. Strongbacks to be attached to walls at their oyter ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard 6etiq•(Itaetluu�pnrin8e'z-(aoertxsss{7[ua�}sntunmrsuoa[aneasmsrou(acna�(aa>taa:trr�nr(na at�aasprmetnls�alt.aerssarasimsets�penvr4Poa7asaeat�jl.testeu,LC idemcAtdleitt�,e OJnstPotednshhlnlls IDD,wia WTear,aederjres slepheatlhrderoD6hr,& fsrtmsersip Frs¢apc,Sdry(tpner;l5<sednaliD6re{etsanmtuei4a;edMpdesmdeilue¢i rerysesauarmteeas�dexxsimsttNmancetanary.aaarat.tteaagtastaamtr,iengmamas,startar Anthony T. Tombo III, P.E. ' e/rudtlisimsbr a.ltata9 isflt tegautndtdta One,Ranew iatlSglttdr9atuAe kdLq Ursi9ee,a�adedd Hr GztaH 9Cesgerer!(aatUe. eL9ea(aa6t4eltri%op,rdted.leeggrtde(Re7nnuamfitN.udlSettas,�M¢gtzlna7,sbrgt,hsMWwadts,myibak3en'' S1111311WHSdimioeItordMaku9rBSdbd;toAa+119}pkisk(k[171asSxlmrdaahrpald9tlaa, a]tamslaagraNifitsadtivalhlmskods",ilasCtVI1;imla(Imskadw,da .g451 Lucie Blvd. a.5attlu(eM1ulaya(rmrilapudgabsuiCrysFsnrer0esatslat I�Inzthslp 69(stehaL79rdaitilq [asiyer,uina Spke (quardaq ldtla} lA o9ra9ultuesu3aldaddRFl. Copjijfd02016A-ItonfTrosses-AarbanyT.Tombs III, P.E. Reprodottionofthisdomroent,inonyform, isprohilthedeithomrbewritteopermission from A-1Roolhesses-AdonyT.Tombo111,P.F. Fort Pierce, FL 34946 Job- Truss Truss Type Qty Ply A0035857 65959 F06 Floor 1 1 Job Reference (optional) Al Root Trusses, t-on Fierce, I-L 34545, aestgnLaltruss.com 0-3-6 1-2-13 2-6-0 3x4 ,� 3x6 2 1.5x4 II 3 Run: b.UZU S Aug J1 ZUlb 1-nnl: b.uzu s Jep lJ zulb'MI I eK InauStnes, inc. r-n UCI zo l l:00:ul zulb rage ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-epi0gbhvJjM?o2zAlEXIEHOkPljyyYySAOvrcUyOvF 2-0-0 1-3-1 1-5-0 0-6-6 Dead Load Deft. = 1/16 it 3x4 = 1.5x4 11 3x6 = 3x4 ,i 4 5 6 7 14 13 12 11 10 93x3 = 8 3x3 = 3x6 = 1.5x4 II 3x3 = 12-4-3 12-4-2 3 6-10-11 7-10-11 8-10-11 11-9-12 1 -0-10 -3 6-7-5 1-0-0 1-0-0 2-11-1 0-2- 40- -1 D-3-8 Plate Offsets (X,Y)— [1:Edge,0-2-4), [4:0-1-8,Edge), [7:Edge,0-2-4) LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.14 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.21 11-12 >659 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) -0.01 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 64 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 1 = 423/0-2-14 (min. 0-1-8) 7 = 423/0-5-14 (min.0-1-8) Max Grav 1 = 423(LC 1) 7 = 423(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-431/0, 2-3=-965/0, 3-4=-965/0, 4-5=-904/0, 5-6=-904/0, 6-7=-437/0 BOT CHORD 12-13=0/429, 11-12=0/904, 10-11=0/904, 9-10=0/435 WEBS 5-10=279/0, 2-12=0/590, 2-13=-366/0, 7-9=0/550, 6-9=-374/0, 6-10=0/637, 1-13=0/573 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Q�•rlrt!!CnegFdynd:+raraltarresssrsrllrrataErurousam�rnerscnsrourrmuya:maal3Euar•mn redrataPgnt�m;van.a�nn>v!t,�rr�;r,a.�g;IDe}�e!e!�att.n�ra:rtr!I�swsvnrRr u!t!uEa!9tsesmene!mq;.ir wtetmtmmry:ressWitieas!IlnuerNwh!!nl.tstirnso!sys[gte�pe.,s7wdryrep!eaath!nlnnrIDDr!peummmegsa;edBepmsvminpxengngniltlArhrlNt!tiq!dCes!ep:rnsslep0*1norMrAy.NnIN. Tie dngsnsmNi!es,hrtigrrtayss,snnleay '., Anthony T.TomboIII, P.E. ' desednis lressMeerltilfutls @a ngnsa8drefFaiMer, 9n Ond'sarinrcele;�tader+ilFug Dtsysn,Ws6!asirst!In!11r.11e lrrodBe luvEa;lluq oN cL1PIL@egrnsd!flh tDD al erH!Il nr el lie frets,tkd!grmd.�}tbrell,6snVtltn oENeor�s ,l'ktl!ntt!aOJtpt( #80083 &eiJJigLk:�u rr9(ordMr. t0 utK s:IrAmCtIDDd the rro?nsa! gdMhndfie rdlrutfe!sren�SeMrldasehu,MJ}p44sredillnmf Sr(i neretrtned kr¢rndptlme Rel is5s!s5!s!gnssk96n ddR"xd am r,ns D!sfon, rsns Cesgnf�rinn wllres!Cmrl!dvn,den >.uxn!doparn asayua4nm nm!rsrrngsn!smdra n:rn;see g,6gD,nsseorestras4[e pes,ertnssspsa,En! otmge®g.utotaraseaemsusma�a!at,rrsl. 4451 St. Lucie Blvd. � Fort Pierce, FL 34946 (opyright02016AdloalBasses•Anthony LTomboIII, P.E. Reproduoionolthisdommen,inany form, isptohibhedwhboots6emi»enpermission homA-liaaftresses-AnlhanyI.Terho111,P.(. Job Truss Truss Type Qty Ply �65959 F07 Floor. 1 1 A0035858 Job Reference (optional) r. [ rcuu[ [ [uses, run rro[sx, r1- rs�o, uraiyn(sua [ uuss.wsn rcun. o.uzu s mug a-1 zu-to rnnl: muzu s aep -is zu-lo mi i eK meusuies, inc. r•n uci zb T T:bb:u-i zu-ib rage ID:9vh GzpJ Nz3kTSRi_?ViM B Oyd85r-epi0gbhvJj M?o2zAl EXIEH0121pdyYrSAOvrcUyOvF 0-3-6 1-5-0 2-M 2-6-0 1-6-3 0�6� , Dead Load Defl. = 1/16 ft 3x4 3x4 = 1.5x4 11 3x4 = 3x3 11 3x4 4 1 2 3 .4 5- 6 11 10 9 3x4 = 8 7 30 = 3x6 = 10-0-7 9-3� 8-1-1 9 6 1 s 8 16 3 6' 7-9-11 (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) 0.14 11 >767 480 MT20 244/190 10.0 Lumber DOL 1.00 BC 0.44 Vert(TL) -0.23 8-9 >491 360 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) -0.00 6 n/a n/a 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 51 lb FT = 0%F, O%E CHORD 2x4 SP No.2(flat) "Except* T2: 2x4 SP M 30(flat) CHORD 2x4 SP No.2(flat) S 2x4 SP No.3(flat) CHORD aural wood sheathing directly applied or 6-0-0 oc BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 338/0-2-14 (min. 0-1-8) 6 = 338/0-5-14 (min. 0-1-8) Max Grav 1 = 338(LC 1) 6 = 338(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except �rhen shown. TOP CHORD 2=-511/0, 2-3=-515/0, 3-4=-515/0, -5=-346/0, 5-6=-349/0 60T CHORD 9-10=0/515, 8-9=0/608 WEBS 68=0/438, 1-10=0/651, 2-10=361/0, Unbalanced floor live loads have been considered for is design. Plates checked for a plus or minus 0 degree rotation lout its center. Provide mechanical connection (by others) of truss to baring plate at joint(s)1. Recommend 2x6 strongbacks, on edge, spaced at )-0-0 oc and fastened to each truss with 3-10d (0.131" 3") nails. Strongbacks to be attached to walls at their Ater ends or restrained by other means. Gap between inside of top chord bearing and first acional or vertical web shall not exceed 0.500in. CASE(S) 8aziq•Ihesederegkdyrzdev9s'Ad ADCnNSSES{'SEUFYA 6EIOIt1(!Wd(Dq?dODISIDStD9('IPtH�1pDIDiP.f[#PiYI'1¢m.rr.9(detip lm¢tlus�dudrousutllsT,msOscgf Otvig(IDDj¢A&kl�i.leafelil;iilel¢:vuSleelEt¢ent Uelnte@errfu satlelnMfOD,at} WTrtrtmmrAmssseaknelhratlDg9MnD! AssbnsWsfpba Q.$r.M7Fque¢;sksnlsonjUrgnum mIDDmry.naniga.tKa¢genuepins,lndgmlams,sraadry gnthony T. Tombo III, P.E. ' aimdrlislrm%r8!1,Uq ssdt ngnsdilrldNnOnes,&O�¢risA'muedrfalw0e hHrADnluu,bb adestdBe Edo 1Kollls b bex'quledllld. INcipdd&1DDul yMi.stdne frm, ia4ghrDal"t, hsditudErs"I kSeustandiApd ^Tomb axWi9hDDnger¢dlasaNN.083 6D¢hs stiedbIt l6Dal to raftsairlldhn dries Adlik. WimoTSslsry rtas:sms(1(<A)Ad11sWDylN ni SKAeu Id¢aMbrlennlydau.IP-1lz5aslhengm©v4an tdld;ndDs inn Desie¢,,lm[Cesrgah;Wuml lrcssR�sh[aasr,saess 4451 Si. Wcle Blvd. sd¢niufdaelhafsmWapalgeehmaglysD l¢fiassrduL TAt SnssC'eGg6r¢NYCSCutdigrrilper,¢TnssfpsRv EgheudmgldN's}. ID mleettdhrus ¢zaldhNhfFFI. Fort Pierce, FL 34946 (oppighi02016A-1Rooffrosses-AotboayT.Tennis; III, P.l. Repohnienallhisdocomart,inonyform,ispsohillhedaithaaitherrillenpermission lramA-1RaofTresses-ANEanyT.TombaIII, P.f. Job Truss Truss Type Qty Ply A0035859 65959 F08 Floor 1 1 Job Reference (optional) Ai Kool i russes, r-ort rrerce, 1-L -4v4o, oesrgnlaa itruss.com 0-3-6 1-5-0 6x6 = 3x3 11 1 2 mun. o.U/U 5 nu9 a s LU s U rnnt. o.UCU a anp w cU , v ,vu , cn n,uumuca, n aU. r ass co , —.4. ID:9vhGzpJNz3kTSRi_7ViMBOy-d85r-60GOtxiX41 UsQCYMsx2_nVY3miDWh1 RcPgfO8wyOvF 1-11-0 1 1-11-0 00--6 6 33x3 = 4 3x3 11 3x4 -i 5 3x6 -3x6 = 9 86 7-8-12 7-2.6 7-5� 0.31 6-10-15 2-1 0-3-8 Plate Offsets (X,Y)— 15:Edge,0-2-41 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) -0.00 9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC- 0.14 Vert(TL) -0.02 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WS 0.16 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-P Weight: 42 lb FT = 0%pF, 0%pE LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 254/0-2-14 (min.0-1-8) 5 = 254/0-5-14 (min.0-1-8) Max Grav 1 = 254(LC 1) 5 = 254(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-267/0, 2-3=-266/0, 3-4=266/0, 4-5=267/0 BOT CHORD 7-8=0/375 WEBS 5-7=0/337, 1-8=0/337 NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Swig-naerlkaa�,eaie•6a2-iwennsz<sFsBtFristroulousatoxanarstasroafruiB•}samomFtFv�nrn,a rneta„!s,twpm„9rndmmpwfl,�sNs;�,e,.r;qpr�}paaru�l.trs,n:rtrt!np,rup,�n�.,r. udh:,np.,crstiaep!c, mq�!t wl,t�m,�m:s���dnre:nnatnmtu�lm:nmr�{,sraah7[,pseablksnlpprIDDppeFm®eary4a:edtrrnhsnnlegmpgngs,aaatv�ns xdsx/nlnsskpmdnCsIDUm7.p1n131-I.itrdepppppps,IpBgastrtms,smhar AnthorryT.TornboI11,P.E. ' udssedtlisl,esskcp7ki!tnrisflnespnikiirtrdlu0nn,psOmertra ,-ode}alalleGilFpyOesiptt,hAspslWdfieRt.pelrfnL6,laplla13cyp6oi7?II.Aegppe!dReIDOofl"hB adinTpss,W'ftg1a4# 80083 &t La)geiqua�(at9nW.L7emssArApRefCUdmpr�psplprilelpndtlei�IlurGpl�lSd �'pearip(1f511ietlis[a1'�INpfStrlue,drtncelMPrns!}+'dap.lYIrc9ps16nts1SesCudna4lA:esdKslnssDeslep,itass"us>' Ev;ixndlress@9ilnMe,�'+ss 4451St. Lucie Blvd. niniutaryetvamuppe w,x.mvptp,uratesmdnr �alm,s[e p6pueuam�dt3geea,nimasrcaxtaueudmytuuug ulpwimp rpuL rpiru. Fort Pierce, FL 34946 • (oppig6fu'3TDI6A-I toolimsses•AnthaarT.iomSaIII,P.I. Reprodaliopplthis dammeet,ioonyform, ispmhi6Aedxit6oattbewrfianpermission from A-IRo-otTresses-As1EonYlJomhoIII, P.E. Job Truss Truss Type Qty Ply 65959' F09 Floor 1 1 A0035860 Job Reference (optional) `" M I RUu1 I Iu55C5, rut eTle]10tl, rs_ re U' un51y11s%yd I au55.evn1 MUST. o.UZU 5 AUy J I GU 10 eT1nC MULU 5 aep ld GU 10 MI I eK InUUSIDes, inc. r-n UCIZtl 11:50:uz 2Ulb rage ID:9vhGzpJNz3kTSRi?ViMBOyd85r-60GObciX41UsQCYMsx2_nVY3ZiEMh2ScPgfOBwyOvF 0-3-6 1-5-0 1-6-4 0-6-6 r-� 3x4 � 3x3 11 3x3 11 3x4 G 1 2 3 4 3x3 = 8 7 6 5 3x3 = 4-1 LOADING (Psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP 40.0 Plate Grip DOL 1.00 . TC 0.12 Vert(LL) -0.01 8 >999 480 MT20 244/190 �TCLL fCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(TL) -0.03 8 >999 360 BCLL 0.0 Rep Stress Iner YES WB 0.10 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 29'lb FT = O%F, O%E CHORD 2x4 SP No.2(flat) CHORD 2x4 SP No.2(flat) S 2x4 SP No.3(flat) CHORD tural wood sheathing directly applied or 5-5-0 oc BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 1 = 169/0-2-14 (min. 0-1-8) 4 = 169/0-5-14 (min. 0-1-8) Max Grav 1 = 169(LC 1) 4 = 169(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Unbalanced floor live loads have been considered for is design. Plates checked for a plus or minus 0 degree rotation Tout its center. Provide mechanical connection (by others) of truss to raring plate at joint(s)1. Recommend 2x6 strongbacks, on edge, spaced at 1-0-0 oc and fastened to each truss with 3-10d (0.131" 3") nails. Strongbacks to be attached to walls at their Iter ends or restrained by other means. Gap between inside of top chord bearing and first agonal or vertical web shall not exceed 0.500in. CASE(S) Ssriry-IkeeColertlrrede.he'i-IlDDr1i4S5(S('SFIIFP`}6Sptil(IEWfb(DLTIIIDIS(DS10YriDiE1'IraBPH.iiFlffbi'Me rnt((uigpra+ders�aireymhsahisT!ass 0lsigsOnvupQQD}vldekWcr T.7eaSeID:rL lelenreS6re11e!tteme w7eYaaMnp`.eel dlDaeaulhetlelDDfUldd lrl Tras hop mSr-thy mmr1.Tkul"nVselnnps(uhremD,atl asd.ry Anthony T. Tombo III, P.E. ' ayeadtlisloararmr lsBettqusdbdtdfil U.N. ft D"Ws'snO04 stash ban Dlshea,hle o wdra In'th (allif l."ati WIN "1. Ree�mdd&10DWmfietlm dlktoa,ishtrtbQm�i}faa7q hshACusa9ln� dalbete syf�tddlyd $80(1(i3 &ti!dapDesrytra9(r0alut. 12nM 0MIS 1DD minl pro0mea1 pildDadOetdiror h3px!War SYRIA Sttr4451 St. Lucie Blvd. e9�BehtmllyefeNmopalgnhmruphsDrrtestndaLRaTnssCKdt6paahiCl6et+3S;k4� aTrtafpao(gheudagldra}11ui5aluosma(hv(eR11. Fort Pierce, FL 34946 Copyright02016A-IRoolTresses - Amboy LTomb III, P.F. RepiododionSINS dommem,ieooyform, isprohMedaithootlhessrillaopermission from A-1Roof Tresses -AetlooyLTomboIII, P.F. Job Truss Truss Type Qty Ply A0035861 65959 F10 Floor 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:58.02 2016 Page gvI, pJNz3kTSRi Oyd85r-60GOtxiX4lUsQCYMsx2_nVY4EiFHh3QcPgfO8wyOvf ID: 4x4 \\ 3x6 11 3x6w —4kd"� 0-3-6 1 0-10-4 2 ♦ 0"4?� 4 r 0-6-6 3x3 = 2-9-13 3-1-5 0 3x3 = 2-6-1A - 6 02-3- 0-2-14 '0-3-8 Plate Offsets (X,Y)— 11:0-0-10,Edgel,13:0-3-0,0-0-01, f4:0-1-13,Edgel LOADING(psf) SPACING- 1-" CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.01 Vert(LL) -0.00 8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.00 8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) —0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 19 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 1 = 84/0-2-14 (min. 0-1-8) 4 = 84/0-5-14 (min. 0-1-8) Max Grav 1 = 84(LC 1) 4 = 84(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s)1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3-) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard t9'csrtr�Kmeltsnq!lrrerie+9i LI KICn2DSSfi{SFIKNJ; 6F9�it7Q1ISE(DscIIIQ9St4SrONjRFfF1jC701CSt31�➢tf'hra serBrdes!prmoelns alnelm3surtlsims Ws�s ksri!sifDD}nitleWhagi.La5e{D,Pi iden:e5i!�aCveet tldnsrls!rvin mhlntle IDD,vy wtet sum rxesusn� maetc�sssrrDs. Msstnsoesiphga pe,5}rhryEq¢ee; rx:n negTDD gnusnomeyaidGeprhr hNnpnurtiregn!ddry4rReh;tsldsY�a7nstLgaeln kiDDedr,u4r1PF1.16Nngrmeopun,ht�gnrirom, smld4 Anthony T. Tornbc, III, P.E. edeudttisl,osskmkDi�glskersrsssaitittdtmgnn,mnnntraww�ssfy>anaee,ai�Dr!BSc,m+maamdst<ut,neaiot6ewxl,aaqu�mrOa.blen dsteeIDantnpndtnssl!terra:s, ktvgrsa rxep,msrtumnssatnar�saef'e errspasaa�j� #80083 earsrlsgDes:7esudrasantar. tDsasssxelblit0oraepsTasatP*rnndeerarmrU.Padsd* se;uua}pan�aarmwsKssrerdemaeurpn�dpuae, martsasne!rgnsa nnmesasxazrmsDss�aa,r�ssDenshyswayrressfaa,ra!nv,�ess 4451 St. Lucie Blvd. e5.relutehreierafutrtAaptedgnle �riNrrr rO rasAN lndad. T1>Insi [mtiyhFfaenBkOrffieba6y resl r,errnritpksrquet!dagidld®p 1D nee mlMm uerslA®e1hIFF1. Fort Pierce, Ft. 34946 Upyright©2t16A-ltoolTrasses-Ad6onyLTombolil,P.E. Repsadaoianatthisdorused, inCRTrorm,ispra6ibhednithoatthenrislenpermissionfromAlRoofTrasses-Adany1.TomboIII,P.E. Job Truss Truss Type Qty Ply 65959 F11 Floor 1 1 A0035862- Job Reference (optional) ' - •��• , �w �•• ,�, w,y„� o o•���� .+may � r cv ry rsrru. o.UZU b anp, w Zu 10 mu erc rsruussrres, rnu. rn UCr zo l l:oo:uJ zuia rage ID:9vhGzpJNz3kTSRi_7ViMBOyd85r-aCpm5Hj9rKci1 M7YPfZDJi5Eh6bEQW EIeKOxhMyOvF 0-11-8 . 3x3 II 1-5-0 3x4 00--6 8 1 3x6 = 2 3 4 3x6 = 7 6 5 3x3 11 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) -0.00 5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(TL) -0.02 5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix-P Weight: 21 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP N0.2(flat) BOT. CHORD 2x4 SP N0.2(flat) WEBS 2x4 SP No.3(flat) TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc udins, except end verticals. OT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 7 = 116/Mechanical 4 = 113/0-5-14 (min. 0-1-8) Max Grav 7 = 116(LC 1) 4 = 113(LC 1) :ES. (lb) Comp./Max. Ten. - All forces 250 (lb) or less except shown. Plates checked for a plus or minus 0 degree rotation wut its center. Refer to girder(s) for truss to truss connections. Recommend 2x6 strongbacks, on edge, spaced at I-0-0 oc and fastened to each truss with 3-10d (0.131" 3") nails. Strongbacks to be attached to walls at their rter ends or restrained by other means. CAUTION,. Do not erect truss backwards. CASE(S) Wea��r}eauae�iymie++fte'A? 1@OfiIBSEf jSEl:a'j.pEeEFAITEPiTia{0961f:7ki([iTDk; IP!Er'yk(C;tlinrP5YE4TTere. T:rttf dutpp�rrsgmserre:lntnn Mr innlsssphrmr;sPGjeq��mpT,TsaSrO,P.Etdgene5�gtdxe osr. 3decsehw�ra thhindel4q�¢ wter,�m�sgmleaea� ,Twnto-.dq.ii.t,:smv�r wRe,y:c�,Py nrgd�.rTor „e ® du:o r ere neea� des >�ne PAeerroe�,�,ma.Tis�y�eu cr a,t�rn+ aar Anthony T.TomboIII, P.E. niesdWs nnsf�s7aRensfa'.-"hddeQna,HsOudsuSm'��aredu Mts.4gtlttiTetr,bA:«gnid6eltt,6e6(mtMhd:tasmlTMT. inmrprvgd@s PGcdePBsNrsd�Lnt�inhiadimAA{,s0e�,u.;ae�ma�hriegintlk[ansgrsik'L7d #80083 r3errdinrrwigser mlraauru.Wattssdvga�tlwi6apotnssdrsifdstvdthliJnrg(exwegfggr6maxsePd:sS:liy!nMSUlas rdunWru�td re.17F1a6atttieuspas0sdiqusdStLstQegpt;,irenig8;bur�irwlladreavatu 4451 St. Lucie Blvd. rkwssed'rsxPFre( >1gm3�cchn aPkrd;ra&s'vnbel.Tkinss9:il�Erpwr(srgt9fhiYyWsgm,eTnssSrdnfgceedarldKmr.urgtl+FttPknsenld+nldTN, Fort Pierce, FL 34946 (opydgblu�t2U16AdtaoTLnsses-AatboeyT.Tamholti,P.f. pepmdadioaofibis dotamea4,iaaayimm,ispmb'MedwitbouffhewritlespermissioabomA-1foolhasses-AatboayUambo111,P.F. Job Truss Truss Type Qty Ply A0035863 65959 F12 Floor 1 1 Job Reference o tional Al rcoor i russes, rorr rierce, rc Bravo, aesrgn�W_d rstusss:uns null. o.— a —ij a + <v+u Vil+n. o ��N + . -yam ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-aCpm5Hj9rKci1 M7YPfZDJi5BH6aBQUsIeKOxhMyOvF 2-6-0 , 0-7-11 , 1-5-0 , , 0 1 3x6 = 1.5x4 11 3x3 11 3x4 ,i 2 3 4 5 3x3 = 9 8 7 6 3x4 = 3x3 II 5-0-11 -3 0-3-8 Plate Offsets (X,Y)— [4:Edge,0-2-4), [8:0-1-8,Edge) LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) 0.03 6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(TL) -0.03 6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-S Weight: 32 Its FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOR CHORD Structural wood sheathing directly applied or 5-7-3 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 9 = - .20 1 /Mechanical 5 = 197/0-5-14 (min. 0-1-8) Max Grav 9 = 201(LC 1) 5 = 197(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=0/314, 1-8=0/272 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Nenr4•Fns:�aw�r!niwtie'ktlCCT1tBSAS;iEt:�'yHe8bE18YSa�rBt�)pit6STDY."IU!Rjiitrgglr0.'•tkit'TKn,Tsrertaeedpprmdascrl+�!#ttrsntOsTMstsknur;�}adCrk'.rs�T,T+sSst?;PLlduett+Si;Nlfi+sate.C+lesse'v.-r7srstmiwGaT96,u1{ WletAnthony T. Tombo 111, P.E. eAaedpisr+asshrmrtztcyhas+erta:}.ihddr CasatSa DvvdsedSar�aa r,edn Da trakgQeGgm,eTfa asnld6ed6llelR�daten13ar3ega&adRSl. taea�m+ddRrlcQud rryAell rddde La+r<EnlNayi,.mtchtis¢c1kaT3sisUhT»rrspaiWF'TQ g80083 drrau�{Day, swam,.eQmxssdram�arQadm�6ad sdoaeru�[wa+msdaeh.c:a.MW-ilmmiSwasaraaer<caixpadna—.T9t4451 St. Lucie Blvd. rdas�G++raSrr6dradrprelrrrch+tglTe3{aaas§nhd.7br,us Dr4SthSiseeaB[DroetrCiaa G:syse+:ntrocsSrnes<F>{omdee+latYa{. LTtgQ3zratamaenieliaei h:WL Fort Pierce, FL 34946 (espy+igh7�70FQA•I[oaiLasses-AathaoyT.TamboUl,P.f, teprodadiaaofNsdommeet,iaaayla+m,isprobibiledxdbomthesrineaFumissieahem A-ItoafTmsses-AnthaayT.TemhoAl,FJ. Job Truss Truss Type My Ply 65959 F13 FLOOR 1 1 A0035864 Job Reference (optional)' nun. o.uzu s nuy a s zu s o r-nnc o.uzu s aeP is zu i o mi s eK mausmes, inc. i-n-uci za i i:5tk:u3 zul5 Fiage ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-aCpm5Hj9rKci1 M7YPfZDJi5706YOQSeleKOxhMyOvF 0-7-15 2-6-0 2-M I 1-5-0 , F 0-" 1.5x4 11 3x3 11 3x4 ,i 13x3 11 23x4 = 3 4 5 6 10 3x6 = 9 8 3x3 = 7 3x4 = LOADING (psf) SPACING- 1-7-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP ITCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) 0.09 7 >999 480 MT20 2441190 DL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.09 9-10 >958 360 LL 0.0 $Dl- Rep Stress Incr YES WB 0.29 Horz(TL) 0.02 6 n/a n/a 5.0 Code FBC2014/TP12007 Matrix-S Weight: 40 lb FT = 0%F, 0%E CHORD 2x4 SP No.2(flat) CHORD 2x4 SP No.2(flat) S 2x4 SP No.3(flat) (TOP CHORD Structural wood sheathing directly applied or 6-M oc puriins, except end verticals. BOT CHORD 7igid ceiling directly applied or 10-M oc bracing. ((REACTIONS. (Ib/size) 10 = 326/Mechanical 6 = 322/0-5-14 (min. 0-1-8) Max Grav 10 = 326(LC 1) 6 = 322(LC 1) :ES. (lb) Comp./Max. Ten. - All forces 250 (lb) or less except shown. CHORD 483/0, 3-4=-483/0, 4-5=-479/0 CHORD 5-8=0/611, 2-10=-410/0, 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4 Recommend 2x6 strongbacks, on edge, spaced at 1 -0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. CASE(S) Aaaxt�tiseu�tap't'lsnkwf#'kI1CpFT10SSES{SItt6'j.6Le9kti9NStCOR6T2iiftiTDN('tNFYjk{RJNIE6NfM7'MaT:rd{k�gt¢snshtsn8netemseadninstfespt:triry�jodNstpT,TraS+Ib,tEL�s+twSS.Miefireesaidsssc4:rrlfes�nEiT9p,�t told,aau ,{t4ttilvAlenteht ln7blevdd.lsaGvitQetipEo-7zuin.5{etahtelxv}beueina77:'Unprv6fencglmtd&pefrivadegen4�reyta:4'Sllhrikkilpd^tth}Ielmfhja�EmCe1:Dui,ai'rtru.Tes:;pnut cua�agn i,e4uae,�ry Anthony T. Tombo III, P.E. uteudtYsTinstner6{iq:sGsin{se;31!vlds Gns,CsOndsn6r7deisgednMtdbssipe,l�sseald5s N4tiv@(eri4ti hdaiemdRFi.Txe}frorddb PQWerMNnsdrieTms,trlstatea{,,a.axxmasn�k�ensWnaaEyd a80083 IvW¢{6etiperml4ae¢W,tp�tnnenv5vr4ei0atftf'ttsdtvet'widt�hc'Ii¢diespeenSe§h, bfu�ta{Z6TJp3'?[S•!i}?PINffilovtdemtedettgered gaiemv. lAld€mtMtespmtitiLctailEasd�r!tssQts r,_imtGtlpinphtsesRvwlln+fieRrc ea'tu 4451 St. Lucie Blvd. Akur.:ad✓.aJi{e6d�lgmis�dn�qllt=ta9n6nM1eiMlmsP.u�E,^yen(siJTtfetrifSyBsilysa,ainssSphetgkeeela.rldlior Llss{Aa�elfmasaessdefat1h8R1, [epfrigbt�1g1h6•IiaatLasses-AmbaerLTambolll,P.F, gepsadadiaaalthisdammeat,ieaarlatm,isptabibitedxiAbaaliben6tleaptimissiaaUaaud-IBeolLnssei-Anthaoyf:Temba111,P.F• Fort Pierce, F1 34946 Job Truss Truss Type Qty Ply A0035865 65959 F14 FLOOR 1 1 Job Reference o tional Al Root I rUSSeS, Ton Tierce, I-L 34U45, aesign(cal Truss.com mun: muzu s Hug a to -to rruw o.ucu s aep a LV 10 IVII I.R IIIUUba11e5, n1U. rn vu 40 1 I. 0- a I ray. ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-2ON81djncekZf WhlzM4SsweJMWgc9ubvs_BVDpyOvF 2-5-11 i 1-8-8 Dead Load Deft. =1/16 it 1.5x4 11 1.5x4 11 3x4 = 3x3 11 1 3x6 = 2 3 4 5 9 3x3 11 8 3x4 = LOADING(psf) SPACING- 1-7-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 TCDL 10.0 Lumber DOL 1.00 BC 0.48 BCLL 0.0 Rep Stress Incr YES WB 0.37 BCDL 5.0 Code FBC2014/TP12007 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9 = 397/Mechanical 6 = 397/Mechanical Max Grav 9 = 397(LC 1) 6 = - 397(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-398/0, 1-2=-714/0, 2-3=714/0, 3-4=-714/0 BOT CHORD 7-8=0/714, 6-7=0/642 WEBS 2-8=-273/0, 1-8=0/784, 4-6=-706/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girders) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 7 3x3 = 6 3x6 = DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.10 6-7 >999 480 MT20 2441190 Vert(TL) -0.19 6-7 >572 360 Horz(TL) 0.01 6 n/a n/a Weight: 49 Ib FT = 0%F, O%E plreq•Ywuro,,�reae,rtle'L?rt4FIrt6SR(iRt33';6N8Sl1EtY.T6r0aPltt)Kr61DYg INR')d(r3061tA�1lThsa T:tdT ie:ipprwsrssWr:slaNsadis in:s Q:sip[Rrm{;f00jad�efCagi.UaH�:iELdnsaSs�Iku: as+. TeNsse'�ei>, stcriw4rlSg.n¢ Wit,rm:ssraur:uam�rtmrear�.Taorcruee[ewe,ca,f♦eis3praria?ybesedaarlGrepee&saauTlmvaCsgafr �eyamrgn;rueza�a,eressalace�errout,nrru.rxeeyvaecre�yn,u Anthony T.Tombo1I1,P.E. ZE re8radHls ilusfrreapk':LbghUs mpa alydiSa are ,t9a g"alis adatt3d a3eeiallw [t gDss ,bAaccaea'd6tilf,t4e tkEedCn pmisaTfaT miealRFl. lH grrarildUTr:PMerGeilased Imkirkis� sluga,�s'r7&aa�buagsLgk�lesryudV_js 'V$0083 karadte4&d4 I(iarawr.Tnmx,srr:ao�ra,arum:m +mtamr ru, ,cs nm>, six amnesu�uua:Inual�r> dp .irrit �rr>�w�Lr:�1ic; amr"ccgea��c imsr, ai, rNarrr,wuzxmerc�na 44515t. Lucie Blvd. tllnr,.xd€�.dtTabd'tepnlgceb.r�Yr��f*rm6nheC neTr+ssD:sgrF+rysa is i9Tf+e Toil6Twsipu,rtimt5rshahyieee°ernrWlfu'. R3apildtAteasaeaskPmedio iii t. Fort Plerce, FL 34tr46 reppig6tv2D166dQoeiLosses-lat6onyLTaa6oIll,P.E 1'epladutlioanithisdamme�,innnrim®,ispm63AedritDanlrberYritteapermiss'snnfiu�AdFoolTmsses-AatgneyT.TomltotlLP1. Job Truss Truss Type Qty Ply 65959 F15 Floor. 1 1 A0035866 Job Reference (optional) M r rtuus s rubles, ron rrerc:e, re_ rttV+o, UesrgnI(_Va r «uss.Gom mun: muzu s Aug dl zulb ennu ts.uzu s sep 13 zulb MI I eK Inoustnes, Inc. 1-n Uct 28 11:b8:U4 1U16 Page ID:9vhGzpJ Nz3kTS Ri_?V iMBOyd85r-2O N81dj ncekZf W hlzM4SsweLhWs59v_vs_BV DpyOvF 2-5-11 1-8-8 1-5-8 2-6-0 1.5x4 11 1.5x4 11 3x4 = 3x3 11 1 3x6 = 2 3 4 5 9 8 7 3x3 = 6 3x4 = 3x3 11 3x6 = 2-10-3 3-8-7 4 6 11 4 3 8-7-3 10-11 2-10-3 0.10-4 0-10 4 0-1-8 3-11-0 3 1 Plate Offsets (X,Y)— [8:0-1-8,Edgel LOADING(psf) SPACING- 14-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP ITCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.06 6-7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(TL) -0.11 6-7 >958 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S - Weight: 47 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 1BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. POT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 9 = 317/Mechanical 6 = 317/Mechanical Max Grav 9 = 317(LC 1) 6 = 317(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. jOP CHORD 1-9=-313/0, 1-2=545/0, 2-3=545/0, 3-4=-545/0 BOT CHORD 7-8=0/545, 6-7=0/503 WEBS 1-8=0/598, 4-6=-554/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" 3") nails. Strongbacks to be attached to walls at their .ter ends or restrained by other means. LOAD CASE(S) 9ui�1•rirostaSV�etn.tit•ctrtorTlssEsfsru�:ar€uTtlrdsawaolna�mTax+,lulu'pzn�>int�tlarnrn.T:rajas:�raT�dvsear:�'sn,tsenT�tsr�ts�aTnstri�f��+►err.n�sr:r�.rdx:etanadatsstiretftsa�iusnnan�Tour�r - sufao�e� essua��ea� tpntewa.asar�sot�ay tu,s argTgxsynsttdaeslsorere�s®�ntndeapdet v cngnga tn�aa died Imtn m�rrowr,w�Tru.Tv�t�+tsf. �s , ,uadara Anthony T. Tombo H1, P.E. al radtUstrnstat�a hb nssm.3zi'frdUeCtts,Ae4rtdsa9acdapda&sl3er'hsfgOe,n adro3dHeUG6eRCcd6thWGi#aasiemiRFl.iSse�pesddktPDaieTBeHtstdlSaLnt,takt�jl for,sfmtg,n;a€ktiucdh!tl�shAkrauynid�Tn #BOD83 TaEWgOttgtuelGMm¢. lltmhntlw�6vT:-3ailbpu3rxuiT+feeGwtd@tl�.elaay[ssraNS�t!dmsdiel7tS.'}p�'it�lyTFidittlot uhrteuidrp�rd rdiao. riN d€am6taatslliL=tsMiiadStTaxtibsi�syims[ns;+ophmolitwlls+b�er,m�m 4451 St. Lucie Blvd. f&na;stir!�lntitt6tdynelgwnvr glTdpfia®nhet Otirtts Dtstp hpaeBi�SdettitligDssptd,eTmsSnMaFaSneedmlalGia.l npMateltnmsserst#mtlbitFl.- - Fort Pierce, FL 34946 CcPrr19 A102015A•Itodbesses-AathaaY LbmhoIII, P1, ie mdodi000ltEisdatumeMi000 Iam,is ro6ihifedsis9oart6ewritten ermissienheotA•ItcelTmsses-Aotbae T.lomhallLP.F. P + Y F F Y Job Truss Truss Type Qty Ply A0035867 65959 F16 Floor 1 1 Job Reference (optional) Al Moor I russes, tort coerce, tL 34u4U, cesign(ggualrruss.com KUn: A.uzu s Aug it cu-io rnnC o.utu 5 Jev I 4U I MI I ex I1FVU5e11e5, mu. r11 UVe GU a I.UU.VU GV I 1- 9l ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-WbxWVzkPNysQHfGxX4chO7AXrwEzuNw 25et21FyOvF 2-5-11 1-8-8 , r 1 0-8-4 2-" r 1 3x6 = 9 3x3 11 1.5x4 II 1.5x4 II 2 3 43x4 = 8 3x4 = 3x3 = 7 53x3 11 6 kT_1: R 2-10-3 3-8-7 4-6-11 4r8i3 7-9-15 ' 8-1-7 2-10-3 0-10-4 0 10� 1-8 3-1-12 0 3 8 Plate Offsets (X,Y)— [8:0-1-8,Edgel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.03 - 6-7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.22 Vert(TL) -0.05 .6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WS 0.24 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-S Weight: 44 lb FT = O%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9 = 289/Mechanical 6 = 289/Mechanical Max Grav 9 = 289(LC 1) 6 = 289(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-280/0, 1-2=-460/0, 2-3=-460/0, 3-4=-460/0 BOT CHORD 7-8=0/460, 6-7=0/450 WEBS 1-8=0/505, 4-6=-496/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3•) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard i«eisD neest5 7[nin,tie•LIroDrTIOssR�'saia',4s7rnaitDMSawNME')Id(Out hmr,96MEWEiriae.Turcphsiprat lasodsa4olksulllstrnsr prmbr D4}e�^.a1 T.tsahlD,riEdu:urr7:ai,5aur, BeNssdaelkse strntwrotBQ.dT MitetameDssi�AessllDie nedDl5elDDbh�+. IseT;rs:De er. a,u,ye riermatee:eda�T:nl uxs® .:saaep<an a am ranz�vya:as :tre:e nn�r.oear,a�etTu. rms,st,e ,,rea�a a><s�a+rory Anthony L iomtw 111, P.E. u9 r:,aMrTsnt Nr,ar :i'¢pis Re,nrre> ahal4eC�ar„ti,CvurseaTaE edgetlnC+MM!"eyD,ti ;4tifesmrtaik tl(,tie Ntad 6e pcaia'tgsesaillN. tieaNrnsf��al:DderykeNrHatleTlns,Islal�4n.9i�,sls>.us'rletncdin/m7sLDittissespmdeL7a ^'8DO83 �raDnoamama.may,:aeno�,tc�ean,raaasadanTeemsamtaa�atu� saairmmsala„aaanrs�,aPa�,.mt tliaa::zd°. rlire6rtMrymd�,Ch Ile, PIM Mki De hra Dnyefr,4eahINIJUdtSgDrA},a,atncsSphe Elder.dart.tia}l9cgosirdinasaenhl'rotlbT67. 4451Lucie Blvd. � Fort Pierce, e, FL 34946 �PPighiwT01➢AdtosTLosses-Amboopf.iea�6oD1,P.E.Deptedoai000f this defamest,insortmm,isptobihhedrdotathe rriffeapermision foam A-]lodLosses-Anthovylfombo111,Pl. Job Truss Truss Type Qty, Ply 65959 F17 Floor. 1 1 A0035868 Job Reference (optional) mull. o.uLu b �ug o i 'u s o r-nnc o.ucu s oep -ts zu-io mi f ex inausine5, Inc. t-n UC126 11:56:U5 2U76 Page ID:9vhGzpJNz3kTSRi_7ViMBOyd85r-WbxW VzkPNysQHfGxX4chO7AXjwExuNX25et21FyOvF 2-5-3 1-8-8 2-5-0 t , t 1.5x4 11 1.5x4 11 3x6 = 1 3x6 — 2 3 4 3x3 II 3x3 II LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP ITCLL 40.0 Plate Grip DOL 1.00 TIC0.32 Vert(LL) -0.03 7-8 >999 480 MT20 244/190 10.0 Lumber DOL 1.00 BC " 0.22 Vert(TL) -0.04 7-8 >999 360 �TCDL BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.00 5 n/a . n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 39 lb FT = 0%F, 0%E CHORD 2x4 SP No.2(flat) CHORD 2x4 SP No.2(flat) S 2x4 SP No.3(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc . purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 259/0-6-0 (min.0-1-8) 5 = .259/Mechanical Max Grav 8 = 259(LC 1) 5 = 259(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except. when shown. TOP CHORD 1-8=-251/0, 4-5=-251/0, 1-2=-383/0, 2-3=-383/0, 3-4=-383/0 BOTCHORD 4-6=0/422 1 j) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" XI3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. CASE(S) - saw•rtttu�er}xytmawru-k°eeuriwuts{-snfef}acsttu fnxsa:u�mll7�ri�fnknn[('isu�9n[m�.irhrQ. rttitt k�pp,raNss etamantetn Poisimte>sgsP:tmr;iaPjclsulS,tasdr0,►itdnewSxdWtrsasa 7ektsctutmta�EemO,mft W1dibms tldlltpsOfnalUJbhtdd. taeLastOeupG�ier[te,srecurr,/xoy�tuda.tT:o,e�et�teaaymaamepdettatmeq�tartet�:rtreetastertsssdmaw�r�nt•,ar�rrts. reedgtrtga{xnt,wealact�as,u�s,sry Anthony T. Tom6o Ill, P.E. ' ufre dims irasfatmrR�i:Oe uyat3 ay d0t overlit 0.tdstfa3efled w 4a f�01t e;stitaF2dd6ttlG6e lltld tW ;areie®dl}FI. Tgegpeadd0t TOdtyrnNtsed161tnt,trlat�yykdb�sfdgTv"Patad6uayshOM6sntryrs�4E,jd . Ih kilts ksi mlCanvta. 20aNttsdvn®fltLd�lb tM1ttsnd # 80083 f per p ptttkardPnla3?Bgtezpaut5dd!thradXe¢CSgi t3s141IrtnilkIJCstudxgsrdfalM.IbdEseseutesmsS�L.aWfmtsd5trntsOnig¢syints6ssp6qutnad;rastwaa,earexsu 4451 St. Lucie Blvd. tors.s:ak.'�Igdtarxtgmiryah.P:�kfeirafitsinrhel. tYe ttns 0.n�t&rnaehlOrAekOl�[edpu,nttm spreskskee.dmla'16ry. L7tyAdttltmnanttefaefaltr. r[cpyrig®16101AA•ltw,lLnsses-AatbonyLTambolli,P.E. geprodadionfibis demment,ioanrlotm,isprohibifedwifbceifbewri0enpermissionhom1.1IoolHames-AdoltyLfomboIII, U ibrtPierce.R- 34946 Job • Truss Truss Type Qty Ply A0035869 65959 F18G Floor Girder 1 1 Job Reference. o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:58:052016 Page ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-WbxW VzkPNysQHfGxX4chO7AUrwCmuMk25et21FyOvF 3.6 II 1-5-1 346 11 3x6 11 0 If 3x6 = 5 3x6 = 0-3-0, 3-0-9 3-4-1 , 0-3-0 2-9-9 0 3-8 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) 0.00 5 "" 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WIS 0.32 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-P Weight: 26 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 5 = 1274/Mechanical 4 = 1061/Mechanical Max Grav 5 = 1274(LC 1) 4 = 1061(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-476/0, 3-4=263/0 BOT CHORD 4-5=0/1063 WEBS 2-4=-1323/0, 2-5=-1323/0 NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 437 lb down at 0-11-0, and 437 lb down at 1-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Standard Uniform Loads (pif) Vert: 4-5=-7, 1-3=-467(F=-400) Concentrated Loads (lb) Vert: 2=-437(F) 6=-437(F) . Yea3q�fltaub7;sarjsninR!'kSIC6f1103SFi{SEt'i�6Ex83E1EtY.St(OC[d6�ifFi1g61?'IU!FYISE4i9MIE6iWT'Me.P:rtyde;ippeeHstswls�laMnt4sirut:siptieviPP6jeisetcheyT.TtdeL,rEldtreoi'udhhgeR,Deh:ss�shestmda4+136riy WPeknaa�rrtdsssWthne¢Ier5z1G'.bis sdd.IsvTats BevpE¢Titu it43yeEge>zrR.aecmn�t^,�rereud,®eupasla�eN�evwaen�se,ign;pcs:armorr~s;;+d-:s:T>snet�¢rnap,we,TnL rvsiiyenm,aal, Anthony T. Tombo 111, P.E. f ufrrddislsusiva!p6rl�aEansrq_�ha�,a.a�g.,af,ue��t;:Ltd;>ie:+dn�gctE+iu�ta;;a��rnclxt¢��E�,ro�o�aeill:edmTtss,,eas,a.r*,me��xsnuhrxnia _ #soo83 thtrildel6uireeradtm�tn.,Ulmtnifav5oirs1ed6lpsansWlaeerseslrheti�(n ni�strldsstse(lt�pbsielhrndRSimlreW:uel7zrsxdyritme.iPrli_nsnssnPssit�Masmi sd Tnssgr�Sox,Tr»stss;;+8;unraltms�amrnv.asss - 4451 St. Lucie Blvd. s&sr:..eLh iir l6d ai eimd rywhn �hra M¢ts bnbeR EbinssQ p Es�ne (st91 !clog! qDa : x rm sip nfcrcns Jasll b(al lT gd 5teitnrssaenidndb747. Fort Pierce, FL 34946 s (eppig11u4S1g16AdQ¢n!L¢sses-Am6¢¢yLTem6¢III,P.F. Peered¢aio¢alt6isdesnmeN,i¢¢¢yt¢em,ispnbi6fiedxit6¢¢rt6tsvriII¢aparmistia¢fi¢�A�li¢o1L¢ss¢s-A¢tb¢¢yT.T¢mE¢IiI,P.F. Job Truss Truss Type Oty Ply 65959 " FG1- Roof Special Girder 1 2 A0035870 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss:com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:58:06 2016 Page ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-_nVvjJ118F_Hupr75n7wxLjfgJUfdgcCKldclhyOvl Q 3 8 3-7-1 8-8-13 9 OTS 5-1-12 3 5x6 1 x6 = Dead Load Deft. = 1/16 ii 1 1 1 T1 1 4x8 = 7 10x10 3x3 11 G 0 W3 N B3 510x10 = 4x6 11 4x6 i 1 4 10x10 = 3-7-1 8-8-13 3-7-1 5-1-12 -3 I Plate Offsets (X,Y)— [1:0-1-12,0-3-01, [2:0-1-12,0-0-0], [3:0-2-4,0-2-81, [4:0-2-14,0-7-121, [5:Edge,0-7-12], [6:0-4-12,0-2-81, [8:0-2-4,0-2-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.04 5 >999 360 MT20 244/190 CDL 15.0 Lumber DOL 1.00 BC 0.64 Vert(TL) -0.12 5 >847 240 BCLL 0.0 ' Rep Stress Incr NO WS 0.85 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix -MS Wind(ILL) 0.04 5 >999 240 Weight: 193 lb FT = 0% WMBER- OP CHORD 2x8 SP No.2 OT CHORD 2x4 SP No.2 *Except* B3: 2x8 SP No.2 EBS 2x4 SP No.3 *Except* W1,W7: 2x8 SP No.2, W5: 2x4 SP No.2 W3: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. (lb/size) 2516/0-3-8 (min.0-1-8) 2638/Mechanical Horz 162(LC 7) Uplift _-716(LC 5) _-463(LC 4) Grav 2516(LC 1) = 2887(LC 2) 3RCES. (lb) ex. Comp./Max. Ten. - All forces 250 (lb) or less except hen shown. :)P CHORD 7=-2415/725, 1-9=-4552/659, 10=4552/659, 2-10=4552/659, 11=4226/567, 11-12=4226/567, 12=-4226/567, 4-8=1835/245, CHORD 5-6=-222/751, 3-6=-436/2864, 5-8=-85/558 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed fora 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. 8) Refer to girder(s) for.truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 7=716, 4=463. 10) Hanger(s) or other connection.device(s) shall be provided sufficient to support concentrated load(s) 278 lb down and 440 lb up at 0-3-10, 106 lb down and 67 lb up at 1-7-13, 143 lb down and 101 lb up at 3-7-13, 111 lb down and 72 lb up at 5-7-13, 2 lb down and 22 lb up at 7-7-13, and 363 lb down and 233 lb up at 8-8-11, and 1148 lb down and 409 lb up at 2-3-4 on top chord, and 243 lb down at 4-0-12, 273 lb down at 5-7-4, 1103 lb down and 470 lb up at 6-3-4, and 301 lb down at 7-1-12, and 379 lb down at 8-1-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-210, 6-7=-20, 4-5=-20 Concentrated Loads (lb) Vert: 1=-278 3=-363 2=-139 9=-80 1 0=-906(F) 11=89 12=22 13=-55(B) 14=-63(B) 1 5=1 103(F) 16=-71(B)17=-90(B) yaremt.flrest'awgiilyrpieerR!'4StggrlrUSirfyiftt�FEA9kRL4SetgAP{gtlrGSfgY{'rg!q'{7i1't10tOGYiT'Ma.yagrresgaremeinsWr»ltsAsu�sims[astpai:seis{{TW}sN�1a�ryLi:aSelt,tF.t;heutSixtMu:otagArcsduMufihEwdaTdg.aly_ W1et rtmssildlrendkr3etk]bleee&e.AseT;s:sOviprrq�w7.s,ipcENtq'�stylfesedarr7 rerzeeeratmasytrendBepdssshsierjamtgayaiiellledeisi}d�s3 TrossffipaslsaEel:6u�,Rwmt.ttsus�,tssRr cre �aam, Anthony T.TomtioIII,P.E. ' aisssd0isbnslam6Eig8Wresru.#aF,rsldaes�.p3gndls+Rm�quta8'Cw 6esiyov,i aea3dMliG5e11(�thimli»#rjxteedirFl.THww4dissrip rdayfiAudtAeTiss,i.I zrfa90 st .asx7mncFdksats4q& ,sspnvLCys -80083 tiatHiaat oerad:eC�kr, en®nr m.ar3�ero�d�tK�l�ieaetrctrnstey�a,ee ust�sar5rltrmwsto mntue><daxeHd jna�e. ma a€�r,auss�t�,�e,ldmxdt"cs mx�rx, r�ssrvcy,�nex uetrn:warmm.arsr 4451 St. Lucie Blvd. sCusya the6ruriymlrpsh.r gya'Ttasas�nbsLlbimsgsigaEglieatst>:0eptE+ttaspm:Rr�sSptraEe�eer.darraltat.idmndaisms■en/Judbml. Fort Pierce, FL 34946 Ccppight�`7g16A11oofLasses-AatboeyT.TombaIl4P.f. Feprodedioaalibis dommat,iaoayfam,isprabibitedxAbaanbevritteapermhsiaafiaasklYoafhasses-AatbocyT.TamboIII, U Job Truss Truss Type Qty Ply 65959 FG2 FLAT GIRDER 1 2 A0035871 Job Reference (optional) Al Roof Trusses, port Fierce, I-L 3454b, oeslgn(a)altruss.com Kun: ts.uzu s sep is zuto rnni: muzu s sep is zuio m11 eK mausmes, inc. rn Litt zo rr:aa:uce zu-10 rage ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-_nVvjJ118F_Hupr75n7wxLjggJd4dtfCKidclhyOvl 13�8 4-11-10 &3-s2 -3 4-8-2 - 3x6 11 6x6 = 4-11-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 30.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.00 3-4 >999 360 TCDL 15.0 Lumber DOL 1.00 BC 0.04 Vert(TL) -0.00 3-4 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.00 4 ...• 240 LUMBER - TOP CHORD 2x8 SP 240OF 1.8E BOT CHORD 2x8 SP No.2 WEBS 2x8 SP No.2 *Except' W2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 4 = 2327/0-5-12 (min.0-1-8) 3 = - 2950/0-5-12 (min.0-1-12) Max Horz 4 = -203(LC 4) Max Uplift 4 = -801(LC 4) 3 = -1287(LC 5) Max Grav 4 = 2327(LC 1) 3 = 2950(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=2280/825, 2-3=-2903/1250 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat.11; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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 2-0-0 wide will fit 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 at --lb) 4=801, 3=1287. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 722 lb down and 311 lb up at 2-0-0, 673 lb down and 526 lb up at 4-0-0, 275 lb down and 220 lb up at 4-11-8, 1053 lb down and 398 lb up at 4-11-8, and 1082 lb down and 385 lb up at 0-8-6, and 1078 lb down and 384 lb up at 2-8-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 , Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-210, 3-4=-20 Concentrated Loads (lb) Vert: 2=-1106(F=-831) 5=-854(F) 6=-722 7=-851(F) 8=-673 PLATES GRIP MT20 244/190 Weight: 105 lb FT = 0% Be:srtl-nmtamttrfrrtede.stsa mG rtcsss(•sutg•}uansrlrrusa sorelncssmsro9p1rrt11 snaoagft>EutarlmE rear lesi5tgnmehrstdmam2s a5isrrhs et;:je ertwrpro}�tntsdttq trezhe!a: rt tela�tSkdtden tse-1klnseMetedst shhln nt mu,tetr ' Met mmol!ressk,114mtlrntic2h,,alrtrrt:soeryetwrta,sp.!dertrttruetr; Anthony T.TomboIII, P.E. ¢d tsedtlhlmshrm kilOrg Met resrnsidiffdYa On",b Owens 1"mitgwaOe he.1 Om4etr,h4..gsdd 1411fte K ifilbmib'adrq m£etdltld. Iheggtnddftel00Wegfhti ttedne itoss, ®deOep g: t4rgt, hskMnalrntlgtLOleflertt(asa90pd {80083 CarA!dsg Ces.sxrerf(otophr. Ulan 0.1heat ROW 1h pMnsolpidun dfurdllur ftrsreeA Well Wmeeda r,I )jryMisW)yin®f SKI ertieltrmA ht gmid pitn¢ 4451 St. Lucie Blvd. dt ,ise(ehedernretmdogmi gahetneeg lrt0 green lndtel The Tncs[estp6lmeeRrClt5tt+09tg[sil}s!t,etlnst sydea ryhettdeagttitla} U.?MtdWessm:tsld9dhr141. � Fort Pierce, FL 34946 (opyrijbi02016A-Itoofiresses- Whiny 1.TomboIII, P.L teptodudiinnofibis domment,inenyform, isprohibliedvdbosdlbevaillenpermission from A-1Roolbesses-AnihonyT.Tomho111,P.L Job Truss Truss Type Qty Ply 65959 FG3 FLAT GIRDER 1 3 A0035872 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 is Sep 13 2016 Print: 8.020 s Sep--13 2016 MiTek Industries, Inc. Fri Oct 28 11:58:06 2016 Page ID:9vhGzpJ Nz3kTSRi_?ViMBOyd85r-_nVvjJ118F_Hupr75n7wxLjgPJPYdhECKldclhy0vl N3 2-11-14 5-8-0 8 4-0 11-9-10 15-3-8 1 -7 -3 2-8-6 2-8-2 2-8-0 3-5-10 3-5-14 -3- 5x6 = I 4x6 = I3x6 11 jx6 = I - 3x6 11 6x6 Dead Load Detl. = 1/16 ii 1 2 3 5 T1 W1€ �1 W1 B1 LJ 19 20 11 21 22 10 23 24 9 25 26 8 27 28 7 12 3x6 I I 4x6 = i 4x6 = 3x6 11 6x8 = 3x8 I I 2-11-14 5 8-0 8� 0 11-9 10 15-3-8 1 7 0 2-11-14 2-8-2 2-8-0 3-5-10 3-5-14 -3- Plate Offsets (X,Y)- [1:0-2-4,0-2-81,[6:0-2-4,0-2-12],[7:0-4-0,0-2-61, [8:0-1-8,0-3-121,[12:0-3-12,0-1-81 ILOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP ITCLL 30.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.06 8-9 >999 360 MT20 244/190 ITCDL 15.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.15 8-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MS Wind(LL) 0.05 9 >999 240 Weight: 426 lb FT = 0% CHORD 2x8 SP No.2 CHORD 2x8 SP No.2 S 2x4 SP No.3 *Except* W1: 2x8 SP No.2, W4,W2: 2x4 SP No.2 CHORD tural wood sheathing directly applied or 6-0-0 oc Is, except end verticals. CHORD ceiling directly applied or 10-0-0 oc bracing- CTIONS. (lb/size) 5499/Mechanical 6936/0-3-8 (min. 0-3-2) Horz 203(LC 5) Uplift _-1438(LC 4) _-1621(LC 5) Grav = 5519(LC 2) = 7908(LC 2) )RCES. (lb) ax. Comp./Max. Ten. - All forces 250 (Ib) or less except ten shown. )P CHORD 12=-5028/1251, 1-13=-4698/1277, 13=-469811277, 2-14=-9179/2248, 14=-9179/2248, 3-15=-9179/2248, 15=-9179/2248, 4-16=-7268/1455, I-17=-7268/1455, 5-17=-7268/1455, 18.=-7268/1455, 6-18=-7268/1455, 7=-6978/1580 )T CHORD 62/354, 19-20=-262/354, 62/354, 11-21=-1367/4698, 367/4698, 10-22=-1367/4698, 337/9179, 23-24=-2337/9179, 3719179, 9-25=-2337/9179, 337/9179, 8-26=-2337/9179, 01474, 27-28=-160/474, 3Ji10=3051/724, 4-8=-2935/1095 5-8=2248/456, 6-8=-1725/8635, WEBS 3-10=3051/724, 4-8=-2935/1095, 5-8=-2248/456, 6-8=-1725/8635, 2-11 =-4502/879, 2-1 0=-1 5 11/6589, 4-9=-306/403, 1-11=-1658/6191 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2xB - 2 rows staggered at 0-5-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf-, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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-M wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=1438, 7=1621. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 14 lb up at 0-3-10, 116 lb down and 77 lb up at 2-6-0, 202 lb down and 128 lb up at 4-6-0, 1825 lb down and 975 lb up at 6-6-0, 843 lb down and 396 lb up at 8-6-0, 843 lb down and 396 lb up at 9-6-0, 843 lb down and 396 lb up at 11-6-0, and 843 lb down and 396 lb up at 13-6-0, and 932 lb down and 417 lb up at 15-3-6 on top chord, and 303 lb down and 189 lb up at 1-0-12, 303 lb down and 189 lb up at 2-4-12, 303 lb down and 189 lb up at 3-8-12, 303 lb down and 189 lb up at 5-0-12, 303 lb down and 189 lb up at 6-0-12, 686 lb down at 8-0-12, 686 lb down at 9-0-12, 686 lb down at 10-4-12, 686 lb down at 11-8-12, and 686 lb down at 13-8-12, and 686 lb down at 14-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 , Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-210, 7-12=20 Concentrated Loads (lb) Vert: 4=-843(B) 8=-175(B) 6=-932(B) 13=-97 14=-202 15=1825 16=-843(B) 17=-843(B) 18=-843(B) 19=-303(B) 20=-303(B) 21 =-303(B) 22=-303(B) 23=-303(B) 24=175(B) 25=-175(B) 26=-175(B) 27=-175(B) 28=-175(B) Ne ftsasr re.evhe'AsINI'lrBsfrefEI'j,6EP81E10kSSfCti76(631DilRCCFI'jS(Kr7@tfDBV?TMe.Y drtysrxmderssrllrsdMnahNirMsDssi�P.lrlq CPlW�er�stu7T.Taalalp,PF.IduewSs:rlMuesse,Cdsue-0arbestdrtwCilCC,mIT Witkaw nrldlsshCIt"InwMt k-ff Uol l!nspE,y.0 P,4.ME[jII:461{[dA;0 dateU110,nivat Tmfi rprs.##,Erma ,,,oa�mry - Anthony T. Tombo 111, P.E. ' .tdoil drdtinasshaer Winqu 11q""3Trdd1 Cans tiaCt<dsnrurldgsd d M tsar Dn�wiltia asiwdthttr,#1Kadral W 14blabw MI. Talakrsrddds lDD vlur&Grsldke5n;fr1 l ,sag.astkffssWh¢aPs4D>,6rsssPm8iC7d #80083 tufsilier Dugln ml;eltufv, Rpmht selad'oSe�DMlleps�ttsvd{aidx'itttdMleld�Ceznenl5delr4tnta`ae(rFS(isadfl2nadsIX.Intedanedia�yemdrndme, D41 d¢snSstespnsiNL^acad igissdaa Gesi Dni�sr,hest iau�brbettad itruhadsrner,�isu 44515t. Lucie Blvd, arzsrcaddadhaGshxisgter gashn.glrrroinrhd, fse lrssDWds Fllieae lsrTAehatn7Dasipn:xlnn5phsh�nr. dsnlriliay dC or&Tzdfnmaetaddaldhit4r, � Cc 1 W�1CI66.1QoorLusses-Ani6on T.lamttolll P.E. Ae rodadioeall6isdamnro Fort Pierce, FL 34946 pylg f p t4Eaonrlmm,sspro6ihBedxit6ou116e�erEatenpermEsdnnhoaA�19ao1Tmsses-AnlboeyLlem5o10,PJ: Job Truss Truss Type Qty Ply 65959 FG4 Floor Girder 2A0035873 Job Reference(optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com , 1-34 , 2-6-0 Run: 8.UZU s Sep 13 2U1b ennt: a.uzu s Sep 13 zulb mi i eK inciusineS, inc. rn UCi z8 11:58:07 20l6 rage ID:9vhGzpJNz3kTSRi—?ViMBOyd85r-Sz3HwfmgvZ68WzQKeUeAUYGpijgzMBYLZyM9g7yOvF 1-3-0 , 1-7-7 , 10-1-11 480 564 648 9-103 9-11i12, 4-8-0 0-10-4 0-10 4 3-5-11 -1-9 0-1-15 Plate Offsets (X Y)— (9:0-3-8,0-1-8) LOADING (psf) SPACING- 14-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.08 9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(TL) -0.12 9 >963 360 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2014frP12007 Matrix-S Weight: 96 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10 = 3407/Mechanical 7 = 3391/0-3-7 (min.0-2-0) Max Horz 10 = 5564(LC 4) 7 = -5564(LC 4) Max Grav 10 = 3417(LC 4) 7 = 3401(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-430/0, 6-7=-347/0, 2-14=-7775/0, 3-14=-7775/0, 3-4=-7775/0, 4-15=7775/0, 5-15=7775/0, 5-16=-365/0,_6-16=-365/0 BOT CHORD 9-10=-950/0, 8-9=0/2211 WEBS 3-9=-1422/0, 4-8=-896/0, 2-9=0/3398, 2-10=-5294/0, 5-8=0/2914, 5-7=-5772/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-4-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Non Standard bearing condition. Review required. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 704 Ib down at 0-7-15, 703 lb down at 1-11-15, 107 Ib down at 2-0-4, 703 Ib down at 3-3-15, 192 lb down at 3-4-4, 295 Ib down at 4-6-4, 680 Ib down at 4-6-4, 680 Ib down at 6-6-4, and 702 Ib down at 7-3-15, and 703 lb down at 8-7-15 on top chord, and 392 lb down at 6-6-4, and 312 lb down at 7-4-4, and 284 lb down at 8-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pif) Vert: 7-10=-7, 1-6=-67 Concentrated Loads (lb) Vert: 3=931(F=-658, B=-273) 8=392(13) 4=-658(F) 2=-729(F=-658, B=-71) 11 =-312(B) 12=-284(B) 13=-664(F)14=-814(F=-658, B=-156)15=-658(F) 16=-658(F) Ymsyflrafa ynriextfe'k':ICWfisUSfEf;'fRLY;fd§9SttOslS6Nk81']cS:LSTUtlR¢!EF)StCsgitlEik f&;1!Tfxa TuittktisapsseMscNtxfuxsntUf':nss Nstp I&I ast Wsa✓ ft srou'wl w'o W1eY aes�Tmessimfeudra eei47bfeee@a. ketn:s¢esgraTzerQe, :eatyfe ae cednuTUu,epnetls®onpmndnepekssleeeis ,eympes 5t}hr�deNpaaes�:inssesTkhlmffiar¢ ,Narru.79<�sye es.RxlPin:,§ nimn,ua ( Anthony T. Tornbo 1I1, P.E. admdNsirnshrmp:2"agi,Mnsrya9hdtle gvesr,Ae¢araseebrrde)eda Uat&eg0esiga,i+tie,srarlelthU(,ffi Ifte�Ca tlaff«is®itt4f. lfs a}pserstaElis ic¢asearEl{nsdlfe➢ns,fdsg4»,s>�qa.ak'efdmcoiMra+sftllferasssy>asat7d k 80083 Aerrti 7Mvlsn arftuaanr.!¢m§su7a1"v9e la3,xdbE,rtaneee�fu¢atdM418ry(azwe0fdet!lstas+FAs1C'�,M1lee3t�dyiFleef Rskm:daeud4e dpitate. 17F1 de�e, 9tceelmsiSitAes¢dlfisdia Tnss¢esaet Trrsrnip'o;aened untL'admter,m'es, 4451 St. Lucie Blvd. e8ae-nPu it ifidadeptnd gab Fort Pierce, FL 34946 tnppigbt @ Tg{A Ad taolLasses-Aafboay LTambo Oi, P.E, tepreduaion of tbis darament, ina yfmm, is prabfbiled *Mcuflbe wrillen permission hem A -I AoolL,xses-AmbaeyT.Tombo fll, P.F. Job Truss Truss Type Qty, Ply 65959 HJ3 Diagonal Hip Girder 1 1 A0035874 Job Reference (optional) . _ _..` .,. -. u , aV I. r,nn. V.VGV D ..1, .0 LV IV .V11 r CR rrluuMOeJ, inc. rn ucs za rr:oa:ur euia rage I D:9vhGzpJNz3kTSRi_7ViM BOyd85 r-Sz3 HwfmgvZ68 WzQKeUeAUYGrrjvFMKALZyM9g7yOvF Q-3 $ 2-10-4 5 0-13 5-4-S 0-3-9 2-6-12 , 2-2-9 -3 3 3x8 11 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.02 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.03 4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Weight: 20 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 2x6 SP No.2 CHORD tural wood sheathing directly applied or 5-4-5 oc OT 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 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=118,1=176. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 27 Ib down and 27 lb up at 2-9-8, and 27 lb down and 27 Ib up at 2-9-8 on top -chord, and 2 lb down and 15 lb up at 2-9-8, and 2 lb down and 15 lb up at 2-9-8 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). REACTIONS. (lb/size) LOAD CASE(S) 2 = 139/Mechanical Standard 3 = 17/Mechanical 1) Dead + Roof Live (balanced): Lumber Increase=1.25 1 = 425/0-11-5 (min. 0-1-8) , Plate Increase=1.25 Max Harz Uniform Loads (pit) 1 = 130(LC 4) Vert: 1-2=90, 3-4=-20 Max Uplift Concentrated Loads (lb) 2 = -118(LC 4) Vert: 9=2(F=1, 121=1) 1 = -176(LC 4) Max Grav 2 = 139(LC 1) 3 = 54(LC 3) 1 = 425(LC 1) I FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.0psF, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)1 Refer to girder(s) for truss to truss connections. serf•nmtM,t,riynri:+ut�,;-tmensssnrs[a�asnnautwsaromnorsmsrobrrrra'}ea��+urine rnrret.�trtroemn9artamtntmtrmse-r�orr�p6oitdetatmtrtTt�netehteutsen,f�rr.tt o�nstntterttsbwnurroo,�r tofeia�msraxssWlstntllnrtelCDsltts6l IseTras Dtsipftgir�pt.,f�dgFt{heaolasednurlPDtepestmoan�;etfGr pt9stimleehaMgngw91t plaidh IDD d st nd m d deems, hMgkt4 ftq,,hen1Snm W tuts Witent wu:tas : Anthony. Tombo III, P.E. ' d.usfoitimsiamltifdy is flensrlss dMOnw,MDew irSnsirtlq�allrla3frtr etslptf,6Matte:telMltt,MR[nr&4odditq ttte srdl%-I. Regprte�dtgTrenr arneilmrfMites,�dngtaM;:e Crat,h;ROtluetselats�ciBkatnrpm33 d y r 80083 Mraa cts mcuema.uiirltssdramneirDmilh watgtx�aaOtaleuftfrteitsafefihWinda;afn�ittr�Stino,rfruenlaan:dkritnmPdwemaaf:seen�nsr nttesraeSol NIMsnw¢e,rnst0"E1dandlmtuadm,n,wttn 4451St.LucieBlvd. r9xuhe lttatl6rernCtUagWt{n4eiarc�trr0 rstress ktdal. lYtfnstCeYp6pna8[OTfltdD9t�GetlpytsTnitfrska rgvepdepltilra}1113; 9adwers via 16dt iti. Copyright ®2A16A•I[not Trusses - Anthony I.TomboIll,P.E. Reproduction of this document, in Suit form, is piabibhed without the wrinto permission from A-] Roof Tresiss - Anthony T. Tembo III, P.E. Fort Pierce, FL 34946 Job Truss- Truss Type Qty Ply A0035875 65959 HJ4 Diagonal Hip Girder 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020-s Aug 31 z016 runt: 8.u2u s sep 13 2u1b nail eK Tnousines, inc. t-n L)ci zta i 1:ots:uts zuib rage I D:9vh GzpJ Nz3kTSRi_?V iMBOyd85r-xAdf8?m I gtE?87? WCC9POm o_E7DV5nQU nc6iM ay0v I Q 3 9 3-4-4 6-0-13 6_-4�s` 3- 3-0-12 2-8-9 0-3-8 co � N N 3x8 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0,07 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.04 3-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 2 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix -MP Weight: 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 -WEDGE Left: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc purfins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 199/Mechanical 3 — 33/Mechanical 1 = 473/0-11-5 (min. 0-1-8) Max Horz 1 = 155(LC 4) Max Uplift 2 _ -219(LC 4) 3 = -20(LC 4) 1 _ -212(LC 4) Max Grav 2 = 199(LC 1) 3 = 79(LC 3) 1 = 473(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at --lb) 2=219, 1=212. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 27 lb down and 27 lb up at 2-9-8, 27 lb down and 27 lb up at 2-9-8, and 63 lb down and 100 lb up at 5-7-7, and 63 lb down and 100 lb up at 5-7-7 on top chord, and 2 lb down and 15 lb up at 2-9-8, 2 lb down and 15 -lb up at 2-9-8, and 10 lb down and 12 lb up at 5-7-7, and 10 lb down and 12 lb up at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-90, 3-4=-20 Concentrated Loads (lb) Vert: 9=-20(F=10, B=-10) 10=2(F=1, B=1) 11=7(F=4, B=4) 0atiq-fkeu dins rzritsfit:I �CnIVYSES('SHSH'j6trtlfltEWSaICR'OIIICrSNSIgOrerdljlgeCilff'F1'iel'hr¢rn8f daily famdus�lrula2suttisTmsCnigaCmul;IlJ¢l9eWaq i.Ir a17,PL1eleuaSiutk!neese tlelnsdlnrinsmda WTDkwl WTeis..mt jressbll SeaulfnCeltDal:rsDl.15 Ons D-M FrgaHrOt;Sp:Dlry Espnnk rased.syIDD:ryresanltslpdfn sapnTnrsbeM silk Too oil.nluMl. taaesip na,<pmr;" mtmm, Soddy Anthony T. Tombo I1I, P.E. ' �tadnislrnsar.rkil!¢rafleretyniltldfdatOnn, Ca OrwirLSunelslm.9t dD&q Otslyg,h9t Medtlfie Rf.tle 8(ul6tludkvJdyuleWl%-I. Reg7ntddla lODdtq Ddl ntdBe fins,©il<lugl�Jluy tge,Is:MltlaeceAlrruq cfo9leurttestwdPlTd ! 'a' 80083 lkr� a ast.saw. LTedss5eaalklDTrdfaratkn.lyldundfLraimeazt>wsdtllteaern.pt5npunaasTtw®lsainrdo.alarfnnd o�tota5.sms,tq.rm5ndlsasdrarmswilyn.Tnseecpafnndtersmaawo�ess 4451St. Lucie Blvd. r5:ns.ldueAEpnietdratap.lgaawnuglpsOrtmeslmalte1.11tfnnCestpBtmtnheOT�dD6,yrrsynr,nTnssfymetgaeadmgla�o}sllopLtiudtemsmesldaslleRN. Fort Pierce, FL 34946 Copyright®1016A-IroolTrosses-AmimsyLlombo[[I,P,L reprododilnoffbisdo¢went, in any form, is pichilihss] isirfoul fie wrinto permission from A-) Roof Trisses-AnboyMombo III, P.L Job Truss Truss Type Qty Ply 65959 HJ5 Diagonal Hip Girder 1 1 A0035876 Job Reference (optional) � A i moor i russes, rorr rierce, rL agago, oestgn(a a-Irruss.com rcun: d.uzu s Hug a -I zur b rnnr: d.uzu s sep is zuib mi i eK moustnes, inc. rn Uct zd 11:sd:us zu1b Page ID:9vhGzpJNz3kTSRi_7ViMBOyd85r-PMB1 LKnwRAMsmHaimvgeZzLDbXaJgEgeOGrGuOyOv 0 3 8, 2-2-15 3-7-9 3-11-1 0-3-8s 1-11-7 1-4-10 0-3-8 LOADING (psfo SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 3-8 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(TL) 0.02 3-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 5) Refer to girder(s) for truss to truss connections. WEDGE 6) Provide mechanical connection (by others) of truss Left: 2x4 SP No.3 to bearing plate capable of withstanding 100 lb uplift at BRACING- joint(s) 2, 3 except (jt=lb) 1=221. TOP CHORD 7) Hanger(s) or other connection device(s) shall be Structural wood sheathing directly applied or 3-11-1 oc provided sufficient to support concentrated load(s)122 pudins. lb down and 93 lb up at 1-11-12, and 122 lb down and BOT CHORD 93 lb up at 1-11-12 on top chord, and 66 lb down and Rigid ceiling directly applied or 10-M oc bracing. 143 lb up at 1-11-12, and 66 lb down and 143 lb up at 1-11-12 on bottom chord. The design/selection of MiTek recommends that Stabilizers and required such connection device(s) is the responsibility of cross bracing be installed during truss erection, in others. accordance with Stabilizer Installation guide. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). REACTIONS. (lb/size) 2 = 43/Mechanical 3 = -9/Mechanical LOAD CASE(S) 1 = 97/0-6-6 (min.0-1-8) Flax Horz Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 1 = 68(LC 4) , Plate Increase=1.25 Max Uplift Uniform Loads (plf) 2 = -93(LC 4) Vert: 1-2=-90, 3-4=-20 3 = -48(LC 6) Concentrated Loads (lb) 1 =-221(LC 4) Max Grav Vert: 7=127(F=64, B=64) 8=165(F=83, B=83) 2 = 70(LC 35) 3 = 57(LC 22) 1 = 232(LC 32) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; O at. II; Exp D; Encl., GCpi=0A8; MWFRS (envelope); 1� ntilever left and right exposed ; end vertical left and ht exposed; Lumber DOL=1.60 plate grip DOL=1.60 2Plates checked for a plus or minus 0 degree rotation out its center. 3� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 24.Opsf on the bottom chord in all areas where a octangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 9 0 PLATES GRIP MT20 2441190 Weight: 14 lb FT = 0% ac(y=rxaeurur�rede.ae•iIrpCFli9SfES(N(EPh6NOfrlaw asuhl t"ND,m7 YslAnuenn riRsshoiendluthlmibeseeM Anthony T. Tomtw III, P.E. ' mdeudgtslmssbsmuftlis&ngnsaflatOnones, bonus 1"rueeeindRofhiths;efilsu,hthustesid1hWAS Wolof ION&I MCI VAIN. Regln,ddoeloerdurfieliewdlSrlmss,�trfagtmselbl,strae,hshaeluasxdbe�s�rkfhrtsp�s597pd 44515tr80083 �d!ds3res:t¢J(ulplx.l7ecitss3r�1h8e 1CDol Rsp�ius�rylel"und(a tdtlrt(4aµxd Sdslth'avtllerlIXYlleNirtedglfl vl4(l oerdtta;edkrpasd�Silott. RFl3LzslLtesrnsDi4an aldrFasdCairess Detlleu,TmsCee9sEymudlmss than tress .Wde Blvd. e nlutdrtNeta(sam�udpnn.�ghinruoesmdred nrrnnee>6lemisrotm da�H r,um ssg aar-peetrd�s>mas ulo ,raw,ssma(radblssl. Fort Pierce, FL 34946 fopyrighl02DIfA-I toolirosses -Anthony LTomboIII, P.E. Reprodeoionofthis dommecs,in nyform. isprohi6Bedwithoa116entitleopermissionfrom URooiTrosses-Aollooy1.Tomboill,P.I. Job Truss Truss Type Qty Ply - A0035877 65959 HJ8 Diagonal Hip Girder 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. -Fri Oct 28 11:58:09 2016 Page ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-PMB1 LKnwRAMsmHaimvgeZzLANXXsg6aeOGrGu0yOv 3- 10-11-8 11-3 3 10-8-0 -3 r.ozv li 4 3x8 II 3x4 = 1-2-8 1-8-2 7-2-6 10-11 8 11-3 1-2-8 0-5 1 4 5-6 3-9-2 3- Plate Offsets (X,Y)— [1:0-4-4,0-0-3], 11:0-0-11,1-10-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.04 6-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.08 6-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MS Wind(LL) 0.05 6-11 >999 240 Weight: 44 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during_truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 167/Mechanical 5 = 562/Mechanical 1 = 776/0-11-5 (min.0-1-8) Max Horz 1 = 161(LC 4) Max Uplift 3 = -115(LC 4) 5 = -282(LC 4) 1 = -376(LC 4) Max Grav 3 = 167(LC 1) 5 = 562(LC 1) 1 = 776(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1332/643,12-13=-1326/647, 2-13=-1255/652 BOT CHORD 1-15=-730/1267, 15-16=-730/1267, 6-16=-730/1267,6-17=-730/1267, 5-17=-730/1267 WEBS 2-6=-42/262, 2-5=-1364/785 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 3=115, 5=282, 1=376. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 24 lb up at 2-9-8, 24 lb down and 24 lb up at 2-9-8, 63 lb down and 67 lb up at 5-7-7, 63 lb down and 67 lb up at 5-7-7, and 107 lb down and 134 lb up at 8-5-6, and 107 lb down and 134 lb up at 8-5-6 on top chord, and 3 lb down and 10 lb up at 2-9-8, 3 lb down and 10 lb up at 2-9-8, 20 lb down and 26 lb up at 5-7-7, 20 lb down and 26 lb up at 5-7-7, and 51 lb down and 37 lb up at 8-5-6, and 51 lb down and 37 lb up at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section,-Ioads 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=-90, 4-7=-20 Concentrated Loads (lb) Standard Vert: 14=-123(17=62, B=-62) 15=7(F=3, B=3) 16=-39(F=-20, B=-20)17=-103(F=-51, B=-51) Aiuntie;•RustRav�.k;setlss8e2-Il0Ai7W5SfS{S8(Rj.HARrl1FWf E 00111CISNS109r{C(ECjIM!(tfYi fanarrfirEeaip;oredessu(rsWeAtsnrdsirnsCssgakreh;itOA)cdtlelldEsarClrz�n;ri ide�,SMW'ntase. shln:m�lusmdnettogeel WTek:sstsmspcersidlkm:IhreeTCDvhntil.isrtrnsassgehpeen;'.e.,Spadqfepten},tasedurs;IPDre;resoneneae;ed6e;rs!eswnlesyateem;nsps!ililrtrMftitsloltei iTnsskrmeln1hTOOdr,ulnRld.TteEes¢auvn;tnu,M&gRibn'wfddq Anthony T.TomboIII, P.E. e�tvdorzLess(ngkilt�ls6esegnsilaigdra6vsn,�0evrsta�rtrelt}adaBel+ilt�6eiysn,99fudedrlHelU.ne¢(v16sI+v1Wa£¢yo4oll)I-I.Regpncsf9e7DDnimNsR.ve((lelms,i":ht¢;Emd"�yskae,hsdlldmalMm�s�Bletlenspcsd9ald # 80063 Gsrs'uli;"rtsryaaW(n]Nx. L7edn s-gMhRe RQol In padmsalgWdund(�tHllu; Gn{med Sddr hfacmn jpGistd>J1HMSr(imidnaalkr;eendpiEnee. R41 Ee5as6evs;cm'S',i6n erf dterdralms Wsi¢n,Lass Cssrnhpnn ellressYurtoWrn,siess 4451 St. Lucie Blvd. eorivEdadhntsmmonaar,mmw;l;sn;sanvd'eaTirTnss(�a[sunasmms(�Pn,nTvsssTraaEquendmgmm�gmocunEsousesEdartlTnL Fort Pierce, FL 34946 (apyrighf82016A-1hof1rosses-AntdanyLTomhoIII,P.E. Reptodo(fion afthisdocument, in any form, is probibbed withoultba virillen permission from A-] Roof Tresses -Andony Mambo 111, P.E. Job Truss Truss Type Qty Ply 65959 HJA Diagonal Hip Girder 1 1 A0035878 Job Reference (optional) n, r�uue s sua�ca, rus i rscuz, ri. reatio, ucmynlwa ILIuaa.wnl mssm o.ucu 5 t%ug a I zu io r'rnC o.UN 5 aep I.i LUIb MI I eK Inc uslne6, mc. r-n UCI zts - rots:lu zulb rage ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-tYIPZgoYCUUjNR9uKdBt5BuNNwy2ZhwnFwbpRSyOvF p-3 $ 23 10 4-0-12 4-4-4 9-3-$ 2- -2 1-9-2 3- 3x8 11 0-11-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.02 4. >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.02 4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 2x6 SP No.2 CHORD tural wood sheathing directly applied or 4-4-4 oc 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 ouide. REACTIONS. (lb/size) 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at --lb) 2=106, 1=136. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 54 lb up at 2-3-11, and 35 lb down and 35 lb up at 2-4-6 on top chord, and 16 lb down and 21 lb up at 2-3-11, and 2 lb down and 14 lb up at 2-4-6 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). 2 = 114/Mechanical LOAD CASE(S) 3 = 18/Mechanical Standard 1 = 355/0-9-4 (min. 0-1-8) 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Max Horz Plate Increase=1.25 = 129(LC 8) Uniform Loads (plf) Max Uplift Vert: 1-2=90, 3-4=-20 2- _ -106(LC 8) Concentrated Loads (lb) Vert: 9=14(F=16, B=1) 11_ - 36(LC8) Max Grav 2 = 114(LC 1) 3 = 44(LC 3) 1 = 355(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except �hen shown. 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2�Plates checked for a plus or minus 0 degree rotation a out its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6csiry-fheseRaayvyrzrisrne':d �Ci76S(ESriF[IFA'k 6ENFIA1RWt(R4�1110dSO1S(ONI'rr(H'1191Qr(((£Rllfrhm rnd(deipysrsndessmdrsrdvrtsu6lsTms(4i�oCnvhrpGE}ulke ldleryi.leaSe O;PE relnnaAselle;asease. VelnsmAesvis srMnnm iUD,nly -. wiemsramry assidlMssumin lelE9rsrned rseunsuavp&mer (e sroealepea;mswnurmnrepemsnmr esrra e,umlepae ngwaV7ti raxs�ams :rms aesnceIDudr.wnesLtkesspess,ernus rcegmimm,uuauar Anthony T. Tombs III, P.E. elfuddislmss(a,nked¢r is nefaspssd'ddrdta 0ner,�OnnierhA�(.wlertle Gdter Wslpe,hda sedesld Mn(,reR(odOeNWlcBdglsrstdlnd. Resyrrssdd&ND sdintlnedne frsu, eddugkm�ey, trsr5e,rsMldirss:A6Wysbrhrenspmdd7ysf #80083 flsr9!ds;6ei t�(eRedar.L7[gn 55Mm0e(C6o1ISepxtuesmlpileYmsdtle rdllur(sepe�Sd:ry ldaapin(fCljptlitkderlNmrSr(lmitinpMlcrpesielpilast RN 1ftes FW14 >4tiMeddMal Rs(ms Big", Ims e032filws ofl= RsdMTff'Wss ' 4451 St. Wde Blvd. ante(Medrya(nemapKa�sr.rtulwmreessMdsednsinsshphpunsseoiesd9sw(edgier,vtnsssisne(queudmrh�adwo cndaosoeasrtresrirn. Fort Pierce, FL 34946 Copysighr671R16 A -I Roolfrosses-AoshoayT. Tomho lR, P.L Reprododim ollhis dormm o, in any fofm, is psobibhed rrithom The wrineo pefmissioe from A4 Roof Teesses-Amhooy T. Tomho lll, P.E. Job Truss Truss Type Qty Ply AO035879 65959 HJB Diagonal Hip Girder 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: e.ozo s Aug 31 zu16 runt: 6.uzu s 5ep 13 zu1b Mi i eK inaustnes, inc. t-n uct zu T 1:0n:1u zulb LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.13 3-8 >690 360 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.29 3-8 >308 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.04 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MP Wind(LL) 0.17 3-8 >513 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 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) 2 = 249/Mechanical 3 = 136/Mechanical 1 = 516/0-7-14 (min. 0-1-8) Max Horz 1 = 104(LC 4) Max Uplift 2 = -165(LC 4) 3 = -48(LC 4) 1 = -241(LC 4) Max Grav 2 = 249(LC 1) 3 = 136(LC 1) 1 = 516(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=2511; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottomchordand any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at --lb) 2=165, 1=241. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 22 lb down and 23 lb up at 2-9-1, 44 lb down and 32 lb up at 2-9-15, and 59 lb down and 61 lb up at 5-6-9, and 86 lb down and 98 lb up at 5-8-5 on top chord, and 5 lb up at 2-9-1, 16 lb down and 21 lb up at 2-9-15, and 17 lb down and 25 lb up at 5-6-9, and 38 lb down and 30 lb up at 5-8-5 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 (pif) Vert: 1-2=-90, 3-4=-20 Concentrated Loads (lb) Vert: 8=1(B) 10=-21(F) 11=-16(F) 12=-56(F=-38, B=-17) Dead Load efl. = 3/16 it 0 N fO PLATES GRIP MT20 244/190 Weight: 24 lb FT = 0% ticri�•IIea3Rsrrg� rednr63'!i TDD,ay WTdRassmr r:ctsdNseesS(InCC1(41kRDs.{SeTrns wis led. M mrMumRORo ed1h pe'ssNrsl";U 4 Rl RJIi1ghT1t(ts! aftvq31MsfePWnth IDD N4,R(RU11. RI dHip rswgimlf hdgtrfts,srAdildf Anthony T. Tornbo III, P.E. dlu drlislressmrmhuq Isfillisulddr obows",banwSeAlRmsdo13da6eIugcrrlpR,bb MOW dlit Diode VaIN$'80083 eatriladCls�erN(x2eU3r. blwes s9eAmDs lDDol nl per¢e3a(pihrundrRtnl(u1G�adSd$IdaeNR(IXSRrcNit�Jfrlfl n(II(l rerelenRdlu reRWpifae. IrFIle53xitherssrRSDlu6n�(lisdNa L•nt De4pR,TmsDesys hpaerdiressY.alahR,WRs 4451 5t. Lucie Blvd. e53niu ddndtpnGmulaysedtipRmeriml tplarwnm+dRl. IhTnnDe:tpbpenss roim3dd�gDeapR,Rlmssynem rgvRrdmr suU�. ul Rtausedmrusoau(:(u3(mnu. Fort Pierce, FL 34946 (opyrish1 L12016 Ad toafTresses-An(hony L Tembo lll, P.(. leprodotlion of this dommeol, io ooy form, is prohibRed ntlhoolthe nliffn permission from Al Roof Tresses-AnflosyL Tcmbo 111, P.E. Job Truss Truss Type Qty Ply 65959 J3 Jack -Open 1 1 A0035881 Job Reference (optional) " A r MOOT r ruses, rort rierce, rL J4`J4b, oestgnLaltruss.com LOADING(psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc CHORD ceiling directly applied or 10-0-0 oc bracing. cross bracing be installed during truss erection, in REACTIONS. (lb/size) 2 = 98/Mechanical 3 = 11%Mechanical 1 = 305/0-M (min.0-1-8) Max Horz j = 131(LC 12) Max Uplift 2 = -99(LC 12) 3 = -2(LC 12) 1 = -86(LC 12) Max Grav 2 = 98(LC 1) 3 = 38(LC 3) 1 = 305(LC 1) :ES. (lb) Comp./Max. Ten. - All forces 250 (lb) or less except shown. Wind: ASCE 7-10; Vult=165mph (3-second gust) isd=128mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; it. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) d C-C Exterior(2) 0-M to 3-0-0, Interior(1) 3-0-0 to 3-4 zone; cantilever left and right exposed ; end rtical left and right exposed;C-C for members and •ces & MWFRS for reactions shown; Lumber )L=1.60 plate grip DOL=1.60 , Plates checked for a plus or minus 0 degree rotation out its center. This truss has been designed for a 10.0 psf bottom ord live load nonconcurrent with any other live loads. Kun: b.UZU s Aug Jl ZUlb i-nnC b.UZU s sep IJ ZUIb mi I eK V 6 3x8 11 CSI. DEFL. in (loc) I/deft Ud TC 0.26 Vert(LL) -0.02 4 >999 240 BC 0.31 Vert(TL) -0.02 4 >999 180 WB 0.00 Horz(fL) -0.01 2 n/a n/a Matrix -MP 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. LOAD CASE(S) Standard inc. tan Uctzu il:bwii 2ulb rage PLATES GRIP MT20 244/190 Weight: 14 lb FT = 0% S'zshr-Herss tku.ytarrederde•:-1100nP13kS('SEIlBPa 6Et7l11FWSaf0IlH00r5[0r100(1rf9jItllRitiCa011rrhm. feeftlesgµvowlnsaarwluasnlilstmsCes�g,kostraQGt�a>iae lleN�t.teesr �7,i.E lekna5kd#mase 0dessWxrlse MrinMN0.a7 -. Wleramtlerr'aas sldlkesdhr0ett-04kedd. Isttrns Unrye tr�uwQ.e.,Sy In EytenitiesednerrlDPrernummme�sedGerrdessfnd eepvatt regaldag4rMNs�dtrs ImshylminMlDOWr.nlerRlL lk legrrsnepmr,h�yndnvn,amNe1 Anthony T. Tombo III, P.E. .d.ud81slmin m1aftj 150en51e ARI dhsom'de 0ew5r5Wr4"K*1W&INSIPu, talk mtWdfit iit,tse Nedde$80063 RatiGgCetiresrtd(a.9uM. E7 edss sHrmtaBe RDd MPadisesael Pildnesd6ek01urGa dSehh ldaemu, JjPtbste!'.glrIDV SKI aeidneaMta Pxsdl.iaDrr. OFl ts5ss 6eeeslcss0'05o rrdd"usdas i+ss DrdPd,lmrCss'�a6lisen eollmsldadream,a'ess 4451 St. WCle Blvd. aS�esutetnelbpotmmdaralA;ohenidglrrOPrreshsllatlietnnCedt67aeerisiOTfaepllaarxdaesr,aTnsstrdeEquet+daoridtli}NogaGrMtermnenldarlk1i41. Fort PIerte,FL 34946 Coppiph102016A-Itoolirosses-Antony 1.TomhoIII,P.L lepsodndianofthisdotomeat,inany form, isptohibbtrivithoaltbesnineaparmissioofrom A-IRoolTrosses- Antony T.TomhoIII, P.E Job Truss Truss Type Qty Ply A0035882 65959 J4 Jack -Open 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Sep 13 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:58:11 2016 Page ID:9vhGzpJNz3kTSRi—?ViMBOyd85r-LIInmOpAzoea?ak5tKi6eOQXhKEhl7hxTaKNzvyOvF Q-3$ 4-3-0 4-6$ 3 3-11-8 -3- 1.5x4 11 3 3x8 11 2x4 11 0-10 8 0-10-8 4-6-8 3-8-0 Plate Offsets (X,Y)— [1:0-0-15,Edge), [1:0-0-3,0-11-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.03 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.03 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 20 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 326/0-8-0 (min.0-1-8) 5 = 156/Mechanical Max Horz - 1 = 156(LC 12) Max Uplift 1 = -86(LC 12) 5 = -135(LC 12) Max Grav 1 = 326(LC 1) 5 = 156(LC 1) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-166/316 NOTES- 1) Wind: ASCE 7-10; Vult--165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=1b) 5=135. LOAD CASE(S) Standard 6ttc'xpriro>3xts.aprMa�ritz'k',rE6fitt5S14;iN.R'j.1ErErA1[tYSdS0a�I7r3f►SrgNi"N!EI'yt039iREG cIT!waT!IiIIwowaftsMr.NubentMTnssW.rppr:Mmi jalSrlal T.Trek',r.Ei:finbA:ak5�:en,gafstci�wtvstaiabb+li,�a/ 141etaeraogpbttsskpknedbR�bh.dd.lsurnss6cipoEupe,Spec�3yrgs:ny,beuaRcrTae�rye��as®�geananapupnq�:vpmtka�y,axsstmsaa��erout,rt?mtrvs3a��sp.ea.�pv�x,mm Anthony T. Tombo 111, P.E. nirraWs?inttrrmq tr'pbUx nspsstrotUe Cattr.A�OndsdgeduG�t{;EgDstiE�rrbti�saeilabe gLi4e U(mdphd:s��1r41. tkmadUe)9aNc7fieWn�atk Uns,irbtsp,sip,�rx7msc�xaopssstlkrasupmst,a_pa =80083 rrwuapan macaama.m�a,scam:bs�a;rtepmzusnap sadaaagrex,auasamra etr�p�tkagmmiruo:�fu�dsrp�ap,dme.mtaa,asups,un_eswa sa�r�ssurJp s�swy ��,a> r. � 4451 St, Lucie Blvd. roue;sadaedipr[ran7s;rnarytab+r:5�p1Tr7M bn6el.TitInnVolpEq*vIsfgifklattmpD:siptti;albssS,nimhp=enaeKialiap.k�nppazsatxmsaeaaa"®eabV. frortPferze,FL34446 �(cppigll:a2glAMltoclLossns-Anl6eeyLTan(ro111,P.f. Pepredeaieenl>5isdommem,ieenrimm,isprohi6Aedx06nnrthavritteopmvicsinnfiomAiFoapkasses-AntGaeytiom�olll,P.E. Job Truss Truss Type Llty Ply_ 65959 J4G Jack -Open Girder A0035883 Job Reference (optional) nut t. o.ucu 5 nug o i Lu I mini: o.ULU 5 0CP lb LUIO Ms l eK inUUSines, mc. rn uc1Ztl 11:SS:1Z ZU16 rage ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-pxsAzMgok5kRdkJHR2ELAczhl kSA1 bm4iE4wVLyOvi 2 2x4 11 Dead Load Defl. = 1/16 it LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip D DL 1.25 TC 0.44 Vert(LL) -0.06 3-4 >695 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.13 3-4 >301 240 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix -MS Wind(LL) 0.06 3-4 >615 240 Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 `Except W2: 2x4 SP No.3 TOPCHORD Structural wood sheathing directly applied or 3-8-0 oc �udins, except end verticals. OT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. MiTek recommends that -Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. ,CTIONS. (lb/size) 711/0-M (min.0-1-8) 857/Mechanical Horz = 110(LC 5) Uplift _-240(LC 8) _-393(LC 8) Grav = 711(LC 1) = 857(LC 1) :ES. (lb) Comp:/Max. Ten. - All forces 250 (lb) or less except shown. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom ,l ord 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 re�tangle 3-6-0 tall by 2-0-0 wide will fit between the b ttom chord and any other members. 6)jRefer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=240, 3=393. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 571 lb down and 233 lb up at 1-0-4, and 635 lb down and 253 lb up at 3-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=90, 3-4=-20 Concentrated Loads (lb) Vert: 5=-571(F) 6=-635(F) aerrt�•rssxuesoe�gramesa-k;swrlwuoy-snsng7 io:usitinatuml.li6 gala rrinquinwamwoun. T114 geiptismIns P11WWn0141irnslndpa Er uls,IGDjrwl�{dsortT.Asde!";If.Iddsw :gN6s:sit. gdnsie%mist sMdathT311j, Wi ttmsvnrta temrx�nr.+ew. aiOT„imtyx ,n,yxrytnesmn.iT^ore�n xseaauSnmsrepses :�aTrs�gn m�tanapdsennseaae,rgsd,.ttamt. teadpenae, sw try ' y Anthon T. Tombo 1I1, P.E. alnesltHsimshrtayetid�8gt usto;;rdtb Osle,AsOndsedbr`,ide;uiuMtq�s:par,isirt�ddaa tiGth OE�Ax Tull S>a.s?sodlRl.TMa,}maldksTgesdarrulloxd6eLns,6dttarstssg,usalsHnadtrei�suq it6rtyaset�}d # 80083 t3eGgdby GesgtamrJ;uhcefer. lg sed niu�rytld6lrvPaes oft+itdmsd&ta7dty(e:aimtl5dd.6hs�2ia=k'RjpAibSsl bl FtludSltlueaMesudir sSnrd ld6esa.1h14�aes�snpmsiliL'^ssmlh;xsd6irtssgtigu Trns[adp»iatussJ?mss'attcarc w'xs I 44515t. Lucie Blvd. efies edlhe6ttrxlvpuitywp. g6t�7iafiasmnhel r4i� De plspuuisEnaerinupn<ntnssSn vFrhenetmMliar l7cg �ettemaenkluelb riL Fort Pierre, FL 34946 toppigDl02016A•1hofliesses-AalboeyLTomboIII, P.E. gepioddtlioaotitisdommem,iaaoyfam,ispmbi6isedxilboaisbessitteopermission ham klroof iesses-Anihoeyt:Todo1114J. Job Truss Truss Type Qty Ply A0035884 65959 J8 Jack -Open 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com i 3x6 II Run: 8.020 s Aug 312016 Print: 8.020 s ID:9vhGzpJNz3kTSRi_ 13 2016 MiTek Industries, Inc. Fri Oct 28 11:58:12 2016 Page LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.15 3-8 >619 360 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.39 3-8 >243 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.25 3-8 >383 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-9-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aide. REACTIONS. (lb/size) 2 = 278/Mechanical 3 = 104/Mechanical 1 = 491/0-8-0 (min. 0-1-8) Max Horz 1 = 161(LC 8) Max Uplift 2 =-192(LC 8) 3 = -9(LC 8) 1 =-193(LC 8) Max Grav 2 = 278(LC 1) 3 = 130(LC 3) 1 = 491(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-11-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=192, 1=193. LOAD CASE(S) Standard Dead Load Dell. = 1/4 it to T- N N PLATES GRIP MT20 2441190 Weight: 26 lb FT = 0% s'-�-ntttte�t�ttat.arp.Imen�susFsulury,sfeelulluttsr;comnDesnnro�t7rrB;r�Drs��erh,areta�et�Pp�ews�+gem¢tasterrirr�,rDt;ne�mpDe}�atk�l.lt�tel,vtwan2usdu�em�vdterdlt�n:mateneroo,edr W7ehttePemrplussldlkastlfrrrielC-0bltn¢A6elnss0esip[eaan(U,TptedryEqueuyliesnlaayiDD:epessmowysa;ed6tlstlenhnittpaehiuspsesdJpphrGehcpdRasm�eTsas&gCetnQeTDodp,edesl%.I.Ttedez!ptera¢{IotLhtAysuimns,serts4tle, Anthony T.TomboIII, P.E. ' ®dsud0isltussexmltDttg lsAeuspes¢Dapafde Onu, na Oneh-BksLLed t}•dw9e Gilt¢p Desipe,hkasiuteltleR(,Ot6(etddtlem kpdr�ufe adl%•I. IEegpneddlttiDOdmihld.sed6tirsss,failvgtmd6q, tmtSe, LLshlledn eeQknocgsLO k;berespmd0oyd ! ,# 80083 Cara:FiyDestxsd(oe¢Ns. 67 arts saragRt lCDul%e pedaessa9 ry'IdandrareilihpDs{tvnlWdpldtiacin l[YpNistdtrl%d 9fl ctidrttt�dhrpuniuu. Rd4451 St. Lucie Blvd. cleniuMaNly¢GetmlyrWagrehmm9lrtUpwtlnietdttl. Dtinn Cssipbplatuts tiOT�adA6y Gesiytt.er inn5fsko EgiuttdmgkiNa} 01 tepardomis vnsl:fa:l MIR Fort Pierce, FL 34946 CopyrighI0 21116 A -I toolyrosses-Aot6o¢yl.lomb¢ III, P.E. 9eprodoui¢¢ ohhis d¢semeet i¢ coy (Oren, is pro6i6ifed xitbos4lhe strillen permission hom A -I &ootiresses-A¢fho¢yT.lomho lfl,P.F. Job Truss Truss Type Qty Ply 65959 J10 Jack -Open Girder 1 1 A0035880 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:58:13 2016- Page ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-H7QYBigRVPsIEuMllajpVgb8psm?1 ExupT1 nyOvF 0-3-8 1-0-4 5-10-2 R-R-A "A — r LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.05 7 >999 360 DL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.12 6-7 >788 . 240 LL 0.0 $01- Rep Stress Incr YES WB 0.23 I Horz(TL) 70.04 4 n/a n/a 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.07 7 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x8 SP No.2 BRACING - OP CHORD Structural wood sheathing directly applied or 5-0-8 oc buriins. ROT CHORD Rigid ceiling directly applied or 6-0-10 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 = 127/Mechanical 8 = 678/1-1-2 (min. 0-1-8) 6 = 383/Mechanical Max Harz 6 = 100(LC 8) Max Uplift 4 = -81(LC 8) 8 =-443(LC 8) 6 =-196(LC 12) Max Grav, 4 = 127(LC 1) 6 = 678(LC 1) 6I = 383(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 112=-895/640, 2-12=-884/591, 12-13=847/592, 3-13=-837/595 BOT CHORD 1 8=-565/794, 8-15=-680/838, 15-16=-680/838, 7-16=-680/838, 7117=-680/838, 6-17=-680/838 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-M to 1-0-4, Interior(l) 1-0-4 to 8-11-5 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at --lb) 8=443, 6=196. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 96 lb up at 2-1-7, 91 lb down and 178 lb up at 2-2-2, 64 lb down and 133 lb up at 4-5-4, 32 lb down and 97 lb up at 4-5-12, and 112 lb down and 172 lb up at 6-9-1, and 64 lb down and 138 lb up at 6-9-5 on top chord, and 15 lb down and 19 lb up at 2-1-7, 21 lb down and 55 lb up at 2-2-2, 25 lb down and 24 lb up at 4-5-4, 10 lb down and 17 lb up at 4-5-12, and 42 lb down and 30 lb up at 6-9-1, and 22 lb down and 25 lb up at 6-9-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). PLATES GRIP MT20 244/190 Weight: 33 lb FT = 0% Standard Concentrated Loads (lb) Vert: 12=-22(F)13=2(13)14=44(17=2, 13=42) 15=35(F=21, B=-15) 16=-35(F=10, B=-25) 17=-65(F=22, B=-42) LOAD CASE(S) NOTES Standard - 1), Unbalanced roof live loads have been considered for 1) Dead +Roof Live (balanced): Lumber Increase=1.25 thjs design. Plate Increase=1.25 Uniform Loads (plf) Vert 1-2=-90, 2-4=-90, 5-9=-20 Wen'xT.Ys{os:fxoi¢tmmflr'k,rC-0TTSSUjMajOWL MIS6tQM4T;JrSSk1TOM�9glfr'}!(r�7itEl�4Ai'4sU.raitpiri;sr?EknktsWr�rinMnfdt'UssC:siptn+lUrilPpjlad�eel T.T{vb�,/itefneraSa:etkUUesr.MnsduksefidtwQeMx!r -.. W1da�crritesskgkesJUe1TW'UL•�f. k�ImsCeripfgaen(tySr:ialytimtal&uel l:arllsaa¢glazdCtpdeU�FgxsYapreglr'UrRziasipeliaTi:IrsstAgbedw�R6edr,ate RN. rsksip{vezU�m36ntmaM1 ' Rr{0{t�STfoskel"- hLk1/5pe:BEddoiciE�emCates pfar`a'.Ilpl{GMrEEDTgi bEl�t{nkfilLHIWW1bwwhnihVj I,liaW"40b clayGIMi{flGtTlgi<L MthonyT.Tambollt,P.E. 6epilli.rTesdrm�m.mw�=: ulala'S{rx�lapsr�l{:rraaw�r{�wnse�+;emiwtpielymmsw�{:�n,{�±dp�ar,a. rrFia,a:eau{�a,�a�ra¢rc.tr:u,e�pey�lx�;lau n�{r,aev v80083 rs:ed#►sih{6eA>klegrelgssU�r€¢►lyl'sra6nhnM1s4peLru0.�ip[yixerisiDtieMY¢rD!ilrm,�FnssSpkrEeTiemdmlalW}l1ayXsefkslaeusid'wlUirtl 4451St. Lucie Blvd. Fort Pierce, FL 34946 Coppig4tu'rlYdl6Adinsllmsses-MthonyT.Tom6olil,P.f. Hepmluaionelt�isdere®eM.iOOUyfosm,ispmAi6AeilxitlmNl6esriftenpttmissianhnaA�ItwlTeasses-AntEoryT.TUmEoLi4P.f. Job Truss Truss Type Qty Ply A0035885 65959 JA Comer Jack 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:58:13 2016 Page ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-H7QYBigRVPsIEuMllajpVym87dm2fExupT1 nyOvF 0-3-8, 1-7-12 1-114 0-3-8 1 4-4 0-3-8 3x8 II a 1 6 8 1-11.4 , 1-6-8 0- 12 Plate Offsets (X,Y)— [1:0-0-15,Edgel, [1:0-0-3,0-11-111 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.00 4 >999 240 Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 16/Mechanical 3 = 1/Mechanical 1 = 194/0-8-0 (min.0-1-8) Max Horz 1 = 67(LC 12) Max Uplift 2 = -30(LC 12) 3 = -13(LC 12) 1 = -53(LC 12) Max Grav 2 = 16(LC 1) 3 = 7(LC 3) 1 = 194(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; EncL, GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. LOAD CASE(S) Standard irdq•Hnst Ce,te�Jpemrtie2�l lo0FliGSSEi('SBIa-k HNLst IEW E(DttY11DSSNSr9Y(1DiB�e�P:t8f8iel'Ma rttDlhltpse®ners�l,rofaasnfi!sirv:s DespDmhr;IDD}u16e Whc7LLr5tPl,Pt rde,�xS6eetktatmn Ddessrilnvne drklntts lDD,Wt _ Ya7elmvmrt:resil9lNesNhrde7GDANr�lisslmsDnipFraas(u,f7:tldryfrynabthesnlaurTDDaprsoname�ta;edWirdessnnlnt3anirrrt>,w!augmnrhs!pdracm�asnss6KasnnetoDo�r,nanrna.s�aagsu!.eryass,ntigmiams,!t�na.ry,', Anthony T.Tombo11I,P.E. ' iil-udi)isl!en!artl4iLIstlenstusiiiLtrd!'v Onn,eeD,ew'teAbrtrele,}�apedilnry Desi�u,®6ruduldlk D[,Ife6rnide4mlaD�uh allNd, iteq�rrddEalODmlwluUnedWfms,oddvgta+ilt3rw hshDtldto6baogt�DkIDertstws393jd i80083 tta radyDesigx!Wdaeaamr.leeNsss9aAletlt lDD ai Rrymmtalpilelof7dMreDforhatretl Sd9rlCmeKurt(9Jida�E7r1M ue51(lmmmrteehrpwd dime. nil hkes6e,egaetiTS6!rud dT.etdtlalms MAon,Trms Dt!hgmx ell!rs@artuMgsden 4451 St. Lude Blvd. as au[>tldgarmmaysr7q,h.nmpsrsDnms�d,es twiner, gsr>pnnt emm!�sngtetr,uT�ssspmshtnnrdagsdig avomueesmusnddadnns( Fort Pierce, FL 34946 (opyrightO2016A-IRoolTmsses-AuthonyLTomboIII, P.E. Reproduction of ibis domment, in ony farm, is prohibited without the wtillen permission from A-1 Roo] Tresses - Anthomyl. Who III,P.l. Job Truss Truss Type Qty Ply 65959 JB Jack -Open i A0035886 Job Reference (optional) -H t mout trusses, rorL rterce, rL ovavo, uestgnLa-ttruss.com Kun: MUZU s Hug :S1 Lulu rnnC muzu s sep 13 ZU1b mi I eK Inausines, Inc. 1•n Uct 28 11:58:13 ZU16 Page 1D:9vhGzpJNz3kTSRi_?ViMBOyd85r-H7QYBigRVPsIEutT?IlajpVwP8zfm2fExupT1 nyOvF ,0-3-8, 1-11-6 2-2-14, 6-3-8 1-7-14 0-3-8 2x4 = LOADING(psf) SPACING- 2-M CS1. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.00 3-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.01 3-6 >999 240 Weight: 7 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 6) Provide mechanical connection (by others) of truss BOT CHORD 2x4 SP No.2 BRACING - to bearing plate capable- of withstanding 100 lb uplift at TOP CHORD joint(s)1, 2, 3. Structural wood sheathing directly applied or 2-2-14 oc pudins. 'BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. CTIONS. (lb/size) 120/0-8-13 (min.0-1-8) 81/Mechanical = 39/Mechanical Horz = 66(LC 12) Uplift _ -38(LC 12) -61(LC 12) -10(LC 12) Grav = 120(LC 1) 81(LC 1) = 42(LC 3) -ES. (lb) Comp./Max. Ten. - All forces 250 (Ib) or less except shown. 11) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for embers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2l Plates checked for a plus or minus 0 degree rotation about its center. 3 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) r This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5)1 Refer to girder(s) for truss to truss connections. Sr4hp•rkest lltraartrptedtrfle'bl �Di 175SSfs1i111a"1; 6rIt111TFiMfESDsldODiSDSI011 �te1E1jL,1pDAlEr#IPidl'fsm Pttdr dedpletaetnsadnelpksp6lsimseesiPCmhrQODj�tkAel6sJ r.LaMn,r.(Ide1pRSIMSLii ttPlt O2fetttihtiiH 3hhlOh-rrr,plJ ''. WlAtaffimtt:aets1e04tas.HladelWalt atal. LtaTrpt Ot4p[r�aen{4.,5,.'JtAffkQteOjtRllilpp(TG�Itj,tlttlSOWl,69:e11G11f4�pYatYlSpgtl�Rslp!detlJ}ef�J15:�td4�f t0J1:TIRS��Q11p�eTmiplJ.ptaii�T. T1edtIippalJtlttf,lQ�pdOhp,tttnU4 Anthony T. Tombo III, P.E. meesed�tlpsshrykiii¢rlstlensptsRdeydraone,BnOrtntrdlcL•tleala9eEitlta7Deupa,4fitptlenJMnr.oe6;pidelmlbd�oteWltld.ReepnrdsfReirDpiplrupeudl3eisxs,m�lvg}mllags%�e,h;aneheadmecrsae0ke:a�psaea� d A,-(cpyrigb1 �80083 1AJsJees errad(aaardar. Uuhs sdrA Ila#KDd ntpmsa pifil sd6t M1141(enpmAsd* MMft" W'PMSMbjlHadsrn tre,daeadtapmd PIWM InIO slYtpgpsi'c'ifipdit"stAlb rmsDesipa, mast ^usl�,6¢ae, plTrstsMa taa,p:rss 4451 St. Lucie Blvd. aS>niufdvellpa(aaralmpa0gahanfiglJaD Priesiadpl. lis fpss[rap 6JbeassrNdedLS'gtatipet.a TnnSa(piteadgWNe}Nmkemlamsasnlds:l61r41. Fort Pierce, FL 34946 02016 A•1 lbolimsses • Many T.Tomba 111, M. leprodadianal ibis daremem, in any form, is psobibhedaitbomtbe written permission ham "bollresses-AmboeyLlombo lO, P.E. Job Truss Truss Type Qty Ply A0035887 65959 JC Corner Jack 2 1 Job Reference (optional) Al Roof Trusses, Fort Fierce, FL 34945, des(gnCcDaltruss.com Run: n-uzu s Aug di zuio Fnne u.uzu s aep ld zu (o M1 ( eic mauslnes, mc. rn vcr zo ( (:oo: iv zu io rage ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-IJ_wO2r3Gj?9s2SgZTGpG126oYJYVUvNAYZ1 aDyOvF 0-3 8 1-3-13 _t 1-7-5 0-3-8 1-0-5 0-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) 0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) -0.00 4 >999 240 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = -5/Mechanical 3 = -105/Mechanical 4 = 285/0-5-8 (min. 0-1-8) Max Horz 4 = 32(LC 8) Max Uplift 2 = -12(LC 12) 3 = -105(LC 1) 4 = -220(LC 8) Max Grav 2 = 4(LC 10) 3 = 86(LC 8) 4 = 285(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except at --lb) 3=105, 4=220. LOAD CASE(S) Standard snr;q•nRR e¢n�Rri:.e!•Sd t00i 1dISSES{'SR(a }6aE11(1BYS i(00.4(I115(gSI9NrrPia}LTAPS::CN7Ftll'hm. Yttdlfesiy (st�ete¢aindMes nfiisTmsOes�s'lsvo(PM}dtle le@eag Lh;:(1I9; pEte(nva25Hetl.+rteeu 9:fessalnrin sWdn (ti. iPga¢ W1lb¢mNf1'stiflillblattliifRtl(-0nblllbl.ItlRRS U3fl(CFtSR9Ql.,S(Stll(ff rgMnj,lk SRlnn(IDD(tjRSlilfn�!(il:ltlQ!(II�Sfilp(N�¢tl�jRf(R<.diliry'mMlssigsd4sic(I:Ims[egNlnrtelUU ds, dniN I. Rekxipnns7iWt,ln6rg miamt, (�(rtl Anthony T. Tornbo I1I, P.E. ' dlRdttlslmsk¢(dtli¢g isfil nspnihdd(dlaeOnu,iM Ontitlta;hll q�tm9e dvlui0ltlp+¢,ht'e¢tletitllSeB(.6e8(aidelndhJdtg¢6nA1%d, Regpn�AQtIDDdu(filNlRdlk(rats, i2h(itg�a c>an!, trsnOdmMlRCtg t�l9le�nlgmsuBE�d 480083 ¢hMt t( �rz!d9gglSlrCri(d IOGLYIJ1. utdissI.Ab tMCI nl pnulPI Rllsilialff ll(SdglW Ou �IS11(iN111�7fIM®%UI:Qmd".ift, pinid}!Hn¢. 111.1 dew Ibt ugoai9 fits Q9 R9'mlra TW D'siim, Ims usofiftu 6]I1mStS9EnMn,n�n 4451 St. Wcie Blvd. ol:RiR ldntAEpc<MM�a6�RBmNilrlllivles�laRl.Tillnst[esia6�a-n6NOT14sdilia(CeilpeenTmiSpdea[nldeudmR lu!ia}!U¢�e�iudm¢s rues ld'arlgli4l. • (oppig6l©2g16A-1toaliresses•6nMbnpi.TemEoIII, P.E. geprodotlianofthisdesemesl,ibany form, ispw6i6AedssiMoothe ssTmenpermission from A-1RoblTresses- Anthony T.Tom6bIII,P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 65959 JD Jack -Open 1 1 A0035888 Job Reference (optional)' " .,+ —,y„Va I n U--I& nun. o.UCU b Mug o s cU 10 rnnL o.UCU 5 aep iJ LU ID MI I eK inousines, inc. r-n uci zu -I l:ot7:14lulb Page ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-IJ w02r3Gj?9s2SgZTGpG126XYJFVUvNAYZ1aDyOvF 3.4-3 3-7-11 0-3-8 3-0-11 0-3-8 3-7-11 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 3-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -MP Wind(LL) 0.01 3-8 >999 240 Weight: 13 lb FT = 0% OP CHORD 2x4 SP No.2 OT CHORD 2x4 SP No.2 JEDGE eft: 2x4 SP No.3 ,RACING - OP CHORD tructural wood sheathing directly applied or 3-7-11 oc urlins. - OT CHORD .igid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in REACTIONS. (lb/size) 2 = 91/Mechanical 3 = 42/Mechanical 1 = 260/0-5-8 (min. 0-1-8) Max Horz 1 = 73(LC 8) Max Uplift 2 = -65(LC 8) 3 = -12(LC 8) 1i = -101(LC 8) t1Aax Grav 2 = 91(LC 1) 3 = 1i = 46(LC 3) 260(LC 1) :ES. (lb) Comp./Max. Ten. - All forces 250 (lb) or less except shown. Wind: ASCE 7-10; Vult=165mph (3-second gust) sd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; it. Il; Exp D; Encl., GCpi=0.18; MWFRS (envelope) d C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-M to i-15 zone; cantilever left and right exposed; end rtical left and right exposed;C-C for members and ces & MWFRS for reactions shown; Lumber )L=1.60 plate grip DOL=1.60 Plates checked for a plus or minus 0 degree rotation out its center. This truss has been designed for a 10.0 psf bottom ord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3 except (jt=lb)1=101. LOAD CASE(S) Standard •rtrwRna�lr,erie.er:tperiressFstuutr)uroetinusacoam¢sst¢srourrenris�¢atfr�uter6� rnar�ntpPamms®anaa�ruw,r�sar r.�p¢6}wear r.tr ir,PtldnnuSh�ldceeeIldnsdYvv sslidnCrIDgap xreturumrrhushakndmearrerissddrsrtms¢nptrseatusP=mryrquee:sssdmm�mrpsum®mepuotepdesa�e.autre,mnuaJmarxpdrmsz�tms�PmPnmmoedr.mnrsLtrseesq,nvarmsslsbymisnu,srad¢q Anthony T.TosnlwIII, P.E. ' cal rvdnislrtssbrn.tstey 151hregns8¢d[diasOnn,da Onds ahtted"ansUlan ¢est{w,bilk udnldlse 0.1,5enCailelsdUM406CIM-1. fksyirs,dddxlDDolrsrfidl,sed6e ruts,d tirq .q.she,hsRltohe¢dmragsL¢9eAeuspudifspd #$0083 e,rnagceiyamtDream.mmnsdWeaelC-0mmpmaes®ipudmsdnsrdmf4cedWdtmacmn;E6lpMists3lsiRatlDfAartidnexdlWyundilu¢Rlk5asEe,egeRBrs�laasd4lmspgw,Tmsessy6tmdtmsrmswan�ess 4451St. Lucie Blvd. el nlvldaNFyafed�apW apshenaeiNrO pdn ndrzl Thrnss[atlT FspnatsiN 6et+rA�[npa,alnss SlsumErim[d�idp®}/¢sesmvs usnLdadhlBl. Coppigbt®2016A-Iloalirasses- Many Ueda III, P.F. Repiduttia alibis datamed,inany fasm,ispsohihisedseithedthe xrinopumissioafsomA-lloofirasses-Aallooy,LlomboIII, P.F. Fort Pierce, FL 34M Job Truss Truss Type Qty Ply A0035889 65959 JE Jack -Open 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:58:15 20% Page ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-DWYIcOsh007?UC1 s6An2oEbEJxcMEx9WOCIa6gy0vF 4-6-1 A-9-9, 0 3 8 4-2-9 0-3-8 3x6 II 0-10 8 4-9-9 0-101 3-11-1 Plate Offsets (X Y)— [1:0-2-9,0-0-51, [1:0-0-10,1-3-91 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 3-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.04 3-8 >999 240 BCLL b.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -MP Wind(LL) 0.03 3-8 >999 240 Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 140/Mechanical 3 = 61/Mechanical 1 = 319/0-5-8 (min. 0-1-8) Max Horz 1 = 96(LC 8) Max Uplift 2 = -98(LC 8) 3 = -12(LC 8) 1 = -125(LC 8) Max Grav 2 = 140(LC 1) 3 = 70(LC 3) 1 = 319(LC 1)- FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces,8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3 except Qt=lb) 1=125. LOAD CASE(S) Standard ti+riq-elect@atMJrreri:+@e'S-i nerl@3SES('t�lrfi'A6EBEnI1F11tSd(Ok2dll�lS[9SWY('trtB'j6JtlQ8EEL4WlPhm. rttereeJS�ramtlnst4lmdrhfn@isTrvfsOtrtCrrvigpPLjaloe lektsr r.ltzioOl,Pi itleaaSh?@lEmtvse Uelnst@driSl seMnMTDAa1J wren s rctsstmh< ssnr@ttmsarsrsae eseTrnsoNprtikeirpe,strwryrgwe txI'd e..110reptsm amesumd0t FmItsomi nomfilitsi.0.1flyfu@tsnpdees4:TmstepmramTeorty.nsn1114.Theampmmdsy Anthony T. Tombo III, P.E. dtad@isltosstw m, 4a8gq@t nytrs@ilatdta Onn,�Ovw iMlMrdrpdn@eGiflty aesyen,4taadmti@e@(.ne@rai@elmllaJBquGaJ1r61. Regyrtedd@elUDaimM1eldRtdtferms,cektngtnl"sy scene, hsMldutuAlntlgchAlt@engias@ilf1d #80083 @a[i'fagges�e,rd(aanta. Nrshs s9eAm@efCDd@r poR,mal pildmsd&ttitdulftudrstlWdt mm¢tnn;ttSrypMided!/mnrSt(iot,dnnMWpmdptlan. IeFI@Sns@rnsrudY.9rusn9llbsitrlmsatsion,imsetv'yt @pan ¢ilassldadntae mtss 4451 St. Lucie Blvd. r@:niuleetellrarutrmtpud gnh„nnglrr0 pmintna6el 11sTnss resfp6paaheOT@zde5�yoeap•,,erimsiine,rq'veudmRedu�. lA op�:Tuamms rnasLaa:s �,TrsL Fort Pierce, FL 34946 fopyrighl0 2016 A-1 tool Tresses • Antbany LTomle III, P.E. teptobdian of this docemeat, in any form, is probibiltd aitho llhe written purninion hom A•I &aafTroses-Antlonyl.Tombo 111, P.E. Job Truss Truss -Type- Qty Ply 65959 JF Comer Jack 1 1 A0035890 Job Reference (optional) V H s RAur s susses, run rsessx, rL WU*O, oGsrynLd r sruss.corn Run: a.uzu s Hug sr-zuio r-nnr, muzu s oep is zuio-nn1 i eK mousmes, Inc. t-n uci za i i:oa:io zulb rage ID:9vhGzpJNz3kTSRi_7ViMBOyd85r-DWYlcOsh0077UC1 s6An2oEbGyxf7Ex9WOCla6gyOvF r0-3 8, 3-6-3 a-9-11 0 3-8 3-2-11 0-3-8 0 3x6 II I N T 0-10-8 12-11-3 i Plate Offsets (X,Y)— [1:0-2-9,0-0-51, [1:0-0-10,1-3-91 LOADING (psf) SPACING 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.01 3-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014lfP12007 Matrix -MP Wind(LL) 0.01 3-8 >999 240 Weight: 13 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 2x4 SP No.3 CHORD aural wood sheathing directly applied or 3-9-11 oc OT CHORD igid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in REACTIONS. (lb/size) 2 = 98/Mechanical 3 = 45/Mechanical 1 = 269/0-5-8 (min. 0-1-8) Max Horz 1 = 76(LC 8) Max Uplift 2 = -69(LC 8) 3 = -12(LC 8) 1 = -105(LC 8) Max Grav 2 = 98(LC 1) 3 = 50(LC 3) 1 = 269(LC 1) :ES. (lb) Comp./Max. Ten. - All forces 250 (lb) or less except shown. Wind: ASCE 7-10; Vult=165mph (3-second gust) isd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; it. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) d C-C Exterior(2) 0-M to 3-0-0, Interior(1) 3-M to 3-15 zone; cantilever left and right exposed; end rtical left and right exposed;C-C for members and ces & MWFRS for reactions shown; Lumber )L=1.60 plate grip DOL=1.60 Plates checked for a plus or minus 0 degree rotation out its center. This truss has been designed for a 10.0 psf bottom ord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members.- 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3 except at --lb) 1=105. LOAD CASE(S) Standard Wahl ."me atDrnnDrsmsrourrmalcueaatD Terl�rndranrppm!n!aa!Ner:erv,r�!D!rme.�ioDF�anewe!aat.T.era,vrraaueswebeoenvn!taritswanihIDD,a if 'I. WTehmamssmsssdrhwslahrllelC{IthrtDl assTmsOssip hwren(u,ipmkTEgveap!hinlnmlDDsgseummmerued�pdessiminpnahirn{mRtluJhrl4angsa16 sh3h1ratLepaelnrhTDDedJ.oln iPH. ikeefipaaopms, hslq maahn,ssiMAel 'merudGhlrnsSesuskHri1101mplAinldsaow, RtonnsMIN010"atiftd¢sDsstpa,06!oshssdrhKikeKai dwWIa&Puaet9111-Lksgpnsdsl@eTDDWapPoldnedlhlms,mmitphanks;kqe,80083hmD,mr!atnmDshDee�!nsEmanhcatN Anthony ll,P.E. eeffidiD6e>:yxrrN(aaaln. L7ases sS FamIh lCDaldspminsal pilBmsdsa triHejDzps g5!MSldaatlha;Cf9�ppllhfdtrtiHnlSttl veidrta:eehsgsaNpiaas R41&ansMnspati'i5n srld rsol�CmsDsupa,insseerphpansdTmsrasaean,�ess 80083 e"�tniseadnNirerartasepsel�aheriNr h(s0la6etksd!el rhsTnstCasipB7lunhroi 6!dA9asDatp•cainssSpka Eghenderyldlfhr NoTCaisWhms aeaa!Fidhls4i. 44t P er , FL 3494 � Fort Pierce, FL 34946 Copyrig6102016A•Itoaliresses-AmhoayLTambeIII: U Repiodorrianofibis dammeel,inany form, isprobi6hedwilboonbewines: permissianfrom h-IRoalTresses •Aida irlTomboIII,P.E. Job Truss Truss Type- Qty Ply A0035891 65959 JG Corner Jack 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.UZU s Sep 13 2U113 MI I eK Intlustnes; Inc. t-n Uct 2th 11:5d:1b -LU1b rage ID:9vhGzpJNz3kTSRi?ViMBOyd85r-ii6gpktJnKFs5Mc2gtlHLSML1OzOPgdr27e6yOvF 0-3-8 , 1-6-13 1-10-5� 0-3-8 1-3-5 0-3-8 1.4-0 1-4-0 1-10-5 0-6-5 Plate Offsets (X,Y)— [1:0-2-9,0-0-5), [1:0-0-10,1-3-91 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Wind(LL) 0.00 4 >999 240 Weight: 7 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 10/Mechanical & = O/Mechanical 1 = 193/0-5-8 (min. 0-1-8) Max Horz 1 = 38(LC 8) Max Uplift 2 = -14(LC 8) 3 = -4(LC 8) 1 = -74(LC 8) Max Grav 2 = 1 O(LC 1) 3 = 4(LC 3) 1 = 193(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. -NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. LOAD CASE(S) Standard t��{-nmert�={�a,reri:.ae•=-Imrinsusi�laksanulousamcmoscsrounmuls�oa�r�nr6,� rparl��Q�r,�ar�m�s:alnsTmrarmo�.nr�aal�aeuu,�y r.lr�s.n eer�e�seb�r.s< a=Ihrra�l>.ma�ou�mo..�r i tllTee rsQemr;:desshdllecseltmuelt9aNmiA fsrlmsonsT[Haan,.,s r Nrl:ednulmncnreumnmeyaeamrr�e:mninp�a�{n>+oraa.rynraes, gym,!,lmsrsgweeraemadr.as<rma->kan�+n:,�n„c,n �+mn,:<mr�er Anthony T. Tomlw III, P.E. mdrsr d9is1ressrweykdm{ I55104mloof On 6nm, le drm it,'aiteee{aferdeWhIbI Msipv,6@s odwd 1h It'll, Ird8eldb8dryulevdlPFl. keyperdd&elan day 411"fenk IM,ddv;tr,Ly, 4xne,4sMemrsOlnmysLAieOersspw6dryd 480083 Q,i dyCngerd(aLnM. Lousess9Moore Too dMpc6mmjddmdtkrdumjU.. aemkh¢alSKI m ut aedlsrrsmd;+Nare mIk5aslEeres;us@:iAndeAesdlFiimsDeilaus,TmssCszt{nbymnwllresska+IWm,w'en 4451 St. Wde Md. r5�,iuddad 1pat'sMmagadyagnnauu{IssV hmestsdreA Tuinss[nsly fipueris rOrm:&&!y[nay:s,mimsiys4oEg'uwdmg ltNa} Na{eudwos moos ldil�IFFI. Fort Pierce, FL 34946 (opyrighl ®2g16 A -I Poa(Trusses-Anthony L Tomba III, F.E. Ileprodudiaa of this dommeei, in ony form, is prohibitedwithootthe written permission from A-1 goof Tresses -Anthony L lombo III, P.E. Job Truss Truss Type Qty ply 65959 JH Corner Jack 1 1 A0035892 Job Reference (optional) " --...-----.. -•. • •-•- , . - - . ---•a• = ...- 0 .Uy ., a ",U ,-,o n. U.— a acy ro cu ro nnrr t:K rnousrnes, Inc. r-n um /a 7-i mmito zul6 rage ID:9vhGzpJNz3kTSRi_7Vi M BOyd85r-ii6g pktJ n KFs5Mc2gtl H LS7Sa LOCzOPgdr27e6yOvF 0-3-8 1-8-1 , 1-11-9 0-3-8 ' 1-4-9 0-3 8 2x4 = 1-11-9 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014rrPI2007 CSI. TC 0.09 BC 0.11 WB 0.00 Matrix -MP DEFL. in (loc) I/deft Vert(LL) -0.00 6 >999 Vert(TL) -0.00 6 >999 Horz(TL) -0.00 1 n/a Wind(LL) 0.00 6 >999 L/d 360 240 n/a 240 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BR CHORD 2x4 SP No.2 6) Provide mechanical connection (by others) of truss BRACING- to bearing late capable of withstanding 100 lb uplift at 9 p p 9 p TOP CHORD joint(s)1, 2, 3. Structural wood sheathing directly applied or 1-11-9 oc pT BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-M oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. CTIONS. (lb/size) 107/0-M (min. 0-1-8) 69/Mechanical 38/Mechanical Horz = 39(LC 8) Uplift _ -41(LC 8) -45(LC 8) _ -11(LC 8) Grav = 107(LC 1) = 69(LC 1) 38(LC 1) -ES. (lb) Comp./Max. Ten. - All forces 250 (lb) or less except shown. 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Oat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) acid C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3), This truss has been designed for a 10.0 psf bottom cord live load nonconcurrent with any other live loads. 4), . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5)I Refer to girder(s) for truss to truss connections. 3emq-tl[ae EcngFdirerinr6r!-I mOnr&3SES('SFtrEP'h6EFDAlSQ11SEf➢Rti0DA5[DSrDArrPi9�f(1tlQ11IHi/!IDI'Mn rnii ktiprornelusWnedenesnGlstmiDeipCmdgp➢D}ddele�m7l.h�ID:Pi ldn!ue59eetSe'ueae Delnsftlxrinsmedn�fOD,mir ! - -- uleknsumrrhRcshDleassiaraeiDDale,ttd lsrLns Desire Frpt,S�aetli d{naval'szMamTDDrgr:snn®�rta;eef�r,dnsbnixpmmi rtgwiltlatbr�Inpols �hgL•TmsEsyirklalle 111Doh,WvTMd. igW4o nsm}tia5lalgmiems, uiklilir ' e�rvdasimssargdAiaSls&nqusagdrdasgna,a�DraelsaaansNepaaaedaurac,k9eMeetel6e�G9e�oiselrnbit¢gabdllld.iRegrn,dADe7➢DdurMUrsedlSeinss,m�sgd ye,naDmeaad,ogsdDkk,gwaapei Anthony BoIII,P.E. e�exeyDes mfedsdx.unassgedaasmDdmm pth6sedpud�dradomldaia sssrryMuftmv}�rosagin�fuumrttnnvawp-dpftm m-rre�smsregamaDnmersduvrmsm�Su,trossDes�nh ndtmskmmam,s+rss 001. rsn+ur hcrmndap«egnm.dagltsDpdsadsf.mtms➢n•F,rneesssmmsdd&gkta,alnssSp9mrgieendmgW "OpIrSamsmesid9d4RN. 44515t u BW • ierce, fappigM 01016 A•I toalirasses • Anthony T.1om6a III, P.F. 8eprododiao ot�isdarnment, in any farm, is pro6i6ited aifharifhe written permiainn From6.1 RaolLesses-dmlan f T.iomho III, P.F. Fort PFL 34946 Job Truss Truss Type Qty Ply A0035893 65959 JI Comer Jack 1 T Job Reference -(optional) Al Roof Trusses, Fort -Pierce, FL 34946, design@altruss.cwm Run: 8.020 s Aug 312016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:58:16 2016 Page ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-ii6gpktJnKFs5Mc2gtlHLS7LWLvkzOPgd27e6yOvF , 0-3-8, 3-8-11 , 4-0-3, 2x4 = 4-0-3 4-0-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.02 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.04 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Wind(LL) 0.05 3-6 >882 240 Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins. 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 'id, REACTIONS. (Ib/size) 1 = 217/0-8-0 (min. 0-1-8) 2 = 150/Mechanical 3 = 67/Mechanical Max Horz 1 = 78(LC 8) Max Uplift 1 = -85(LC 8) 2 = -101(LC 8) 3 = -10(LC 8) Max Grav 1 = 217(LC 1) 2 = 150(LC 1) 3 = - 76(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf-, BCDL=5.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 2D.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3 except (jt=lb) 2=101. LOAD CASE(S) Standard W=4-iMntIk"q*u4esfie'1I tot' SSES(iEtlffj6EltWTFWfi(9CfJIlOri{9tIDn(rfin�d�DatE�A!i1i'Mat«ifaeJrlraoaetus�i«d®hsntilsTrsaeCr '�Ivol11M}d&1«hc7 LTeai1ID,Fi isinri:etWk'Irevse. 9einsUS«risl smeloMIDgmit Y1T111fe&mlr�as:sHnsemeaMeeT[an smut assTrasmsM trune:r{u.,ta:aet7rq«e«„rauannitoo:Hre«m®a«pm;edGepe!e!sn«IeerW«Iryn!rn!AilasfirMte!!p!afCz shTl:ln!!tepMluMlDDnh.eWrTP1LT4 aniJlnuarlin!,Meq!�ams,umtaar Anthony T. Tombo III, P.E. d lu eitli3lressMen4atar ISOe ne Rr.ae BraiBelauEa «GedTn I. ilegprtdAOe IDDdeageli nedMlat3,6 2vgtmi'a}fcae, hshit4ne odlnogsilDktkreya«SJ21d #g0083 m rtd TDn aslrJrwaNar. fths saes mike mDedne porkesol pueran efmr4uur 6aimn sarywavas« ifferwa be pm/f Viam ma uas erregxslr�nnaaaxasraaT,u Devn«, T«ss en lhsin«diassus>ranr«,meu 44515t. Lucie Blvd. O'.hfil«a�lea b'yar1lllNnjt(la pa h m!uy te1D p]DHiflailla ile TanrM31]Bh�eeltatima«aaa!� reSIp4l.n Ta3ltpffe« rCl4«f II®f �4YaT. eD a)1b5nti«a3neala!ia3alalrFi. Zt Fort Pierce, FL 34946 (apyrig61m2016A-1Roofirosses-AmhanyUmebaIII, P.E. Rep!odu6ianofthisdaaement,inany form, isProhibited rritboalThe srrillenPermission from URooffresses-Anlimeyi.iomballl,P.E. I Job Truss Truss Type Qty Ply 65959 JK Jack -Open 1 A0035894 Job Reference (optional) t. Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 0-30-3I0-3-8 8f— I I 1 2x4 = eeun: a.uzu s Aug a i zutp r-nni: a.uzu s sep is zu-io mi i eK inousines, Inc. rn uct zTi 11:55:11 Zu1e Nage tm5 3-9-14 i LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.02 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.04 3-6 >999 240 BCLL- 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Wind(LL) 0.04 3-6 >999 240 Weight: 12 lb FT = 0% CHORD 2x4 SP No.2 CHORD 2x4 SP No.2 CHORD tural wood sheathing directly applied or 3-9-14 oc OT CHORD igid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in REACTIONS. (lb/size) 1 = 207/0-8-0 (min. 0-1-8) 2 = 142/Mechanical 3 = 64/Mechanical Max Horz 1 = 74(LC 8) Max Uplift 1 = -81(LC 8) 2 = -95(LC 8) 3 = -10(LC 8) Max Grav = 207(LC 1) 2 = 142(LC 1) 3 = 72(LC 3) ;ES. (lb) Comp./Max. Ten. - All forces 250 (lb) or less except shown. 6) 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 11) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf-, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) anrd C-C Comer(3) zone; cantilever left and right ekposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3j 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 29.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)1 Refer to girder(s) for truss to truss connections. iSeidq•Item RenrF'trade•6e 1ItODritCSSES(SESifr'}6G7lt1FIpSa(DN@D03S(USTDIrIYNN'jtOkO'D.i[ IDI'Ma TnHrdesiys ra®etvtadteeimsaWsTmsDs> CnvhF(IDD}em&kDty r.LsSeLl,Pi ldeaaAtdHdrtene WnseMrin Morin NTDDd4 WTeiatamsr'ves s4d14eesslMRe1C-0alt n(b. IteLm Otsys 6nv;le,Srt9ekrFgnen;l's snlaariDOnpnaPsamerLm'ed6epdessimleeS¢snfysesrytHDryfuMksgsds�simshdaQt TDDvlr,aln lPiL lredesipnnttpms,ladgsvivrm, snsdiidr Anthony III, P.E. abudeislsasdr aFrvldtr is9s ustusil9t dfuonv, de0meitrAlu eltti.+tlafit hltq Dssilsv, Witt svteddtk RrAt R(NTIeIeo"h3r�tW vlTNd.1ler8ntdds4aTDD of sR6eir ned6eltess, ittid¢9tsait�y sMcahshDdiasxOhstltt tLDk9cnsrassd'J:fFd #T. 80083Tomb Da r3SlyCes:�vcv!(auntu.lDa#ss.leA®Dt IDDal Wircfiasal pildnndMfNltur fes♦svd SfhJF 4'aedLt(1611rdlisfadS}1N a1SrtAmnlns+x8 ka fiend 9rilan.1/id kicattlnnratfiu�talltetdMtfmsDssign, instDayy inti dln;sNaaidrttr,a'en Lude 4451 $t. Wde Blvd. Avttne lthel6Ptt(atrzdayttlelahssraryiFsD ry6nksilseA Ilalnnhsip f>3hsvisHglfl?G3kglxti�t.nTnst Sytatt[yuvdmF itlldar. IDsgPsitedivnsvea LdadhlKl. Fort Pierce, FL 34946 (DpyrigM®1g16d-Itoatimsses-Anthony l.iomEDIII, P.E. Heprodudianofthisdotemeat,iottoyform, ispw6ihitedniThoalf6emMenpermission from blRaDfTtosset-AnitanyT.tomhD@,P.E. Job Truss Truss Type Qty Ply A0035895 65959 JL Comer Jack 1 1 Job Reference (optional) Al Root 1 rUsses, tort Fierce, t-L 34y46, aes1gn(aaa11russ.c0m Kun: t1.uZU s Hug a1 zu10 rnnc: as.uzu saep. -rs zu-to mt r eK rnoussnes, inc. rn vcs zo r 1*DO: r i zu ro rdye ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-Aug314b(YeNiVBFEbpWtfgdNIKBirepsVohAYyOvF 0-3 8 , 1-3-3 0-3-8 0-11-11 v 0 6 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 6 n/r 90 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.00 6 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-M cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 2 = 125/Mechanical 3 = 43/0-8-3 (min. 0-1-8) Max Horz 2 = 244(LC 1) 3 = -244(LC 1) Max Uplift 2 = -103(LC 8) 3 = -45(LC 8) Max Grav 2 = 125(LC 1-) 3 = 43(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except - when shown. TOP CHORD 1-2=-606/267 BOT CHORD 1-3=-244/617 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; -Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2J Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3 except (jt=lb) 2=103. 7) Non Standard bearing condition. Review required. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% Zi6`6Titt-rtttlt Ct]I�tefevmt2l mertsSTES(SFlftik6EYg1r1Eitl58(tl{SlIIQSSNSfWrt6N'I{OAUe!iff�ftll'Am rr.Bt4ily reoaetus9dndm*sattisimsCt;�+DrnigPGC�al9c 1e1:ra7 i.h�Lll Pi iden¢56!ett{e;crae Udnsttlesh, shhl to tt IDD,otlr W7!{e@NIrCtl ilUliewNlAtltlGDprllllil{l111dSDtS1lI It�eQLSrtf2M1JItPIlllyt9fMptlITODtq(ISfl7fOQIt�3ittlMr(1�llSheel MpBttllq rlSitt!Oi1eJ�dfM!!f¢OIa@fh,�3IRSf�jkltl plhlUDd(,IlleT71I.I�IMf�i MAetiiflf,I:rEq odeius,smdery Anthony T. Tombo Ill, P.E. md,u el t{nhessMur4dlerls 6e nqusd"Veldlie0ner,Bt Oeur't aAiul•Nr}ate6t latllrtr 0e4pu,4�t ueWdHe li(,fle8(ol6e �dbtdryoGvdltld. llegpne+dtleTDD eNmfullne ellG isxs, imi,kg�:At ,setae,hxaa'a,odln�ssiek3ensiWsuitpd 480083 Gate::tq aes»jx+e!(aanWr. L7rMes s9eslkBt lGDni rs,pxntts nlpileranAru1e111Ur6eEwrsl Sthirk.'aega(F[SlipNisb7�lflalUflmsefna,MMpmdpJna. RId 7�nslkeslwu'N96nddAesai CsrmsPesioe,TmsC1C9e67�trdlrtssCaAahm,siess 44515t. Lucie Blvd. eu.Ie!hMlyarwmcpelryn1,wall lrrareutst al.tltTmsnet,Bytaehctteadasrytr ceTmsstmm[gvevrtmq{dupuoxuaemoseras!radmnu. Fort Pierce, FL34946 Copyright 02016A-Ileaffresses-AnthonyLTombolli,P.E. Reproducian oftbis domment, in toy form, is probibited without the wrirto permission from A4 RoolTresses- Antionyl. Tomlin 111, P.E. Job Truss Truss Type Qty Ply 65959 JM Comer Jack 1 1 A0035896 Job Reference (optional) 1' n r r�uur s r uaxa, rur a riesex, r� s�.r.u, urasyn f&a s uuas.wnr rent r. o.vcu b nuy 31 cu so rnnr o.ucu s aeP rs zu to ms s erc rnausures, inc. rn ucc ea -r-r:omits zuio rage a LOADING(psf) SPACING- 2-M TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/rP12007 LUMBER - TOP CHORD 2x4-SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - OP CHORD Structural wood sheathing directly applied or 2-8-5 oc 1puriins. BOT CHORD ,Rigid ceiling directly applied or 10-M oc bracing. cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 48/Mechanical 3 = 25/Mechanical 1 = 217/0-8-0 (min. 0-1-8) Max Horz 1- - = 53(LC 8) Max Uplift 2 = -36(LC 8) _ -84(LC 8) Max Grav 2 = 48(LC 1) 3 = 25(LC 3) 1 = 217(LC 1) :ES. (lb) Comp./Max. Ten. - All forces 250 (lb) or less except shown. Wind: ASCE 7-10; Vult=165mph (3-second gust) isd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; it. II; Exp D; End., GCpi=0.18; MWFRS (envelope) d C-C Exterior(2) zone; cantilever left and right posed; end vertical left and right exposed;C-C for ambers and forces & MWFRS for reactions shown; mber DOL=1.60 plate grip DOL=1.60 Plates checked for a plus or minus 0 degree rotation out its center. This truss has been designed for a 10.0 psf bottom ord live load nonconcurrent with any other live loads.. 3x6 11 0-10-8 CSI. DEFL. in (loc) I/deft L/d TIC 0.05 Vert(LL) -0.00 4 >999 360 BC 0.05 Vert(TL) -0.00 4 >999 240 WB 0.00 Horz(TL) -0.00 1 n/a n/a Matrix -MP Wind(LL) 0.00 8 >999 240 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 10 lb FT = 0% 8ur'¢r-IlmeLLaw�rzrie•W'bIl00Ft�SSES{'SEtIfYkH101[IEWfa[OBra1109i(USIONrtPiTl�t�p&E1�6+Frrteo.rttR[lWpleeedersaesedro2sutvsTmsa Gi�gsAwigpl6}ed9ekWgLhnivel9;ri ldnna56r.1idnreeVdessetkttriss shodnWN0.mtP '; WTetuaw l5 ecsldikaelMQelGDskrdH trsTn:sOtvse& nv{la,iYadg[quealCusaluwlDD ge un®a¢epsedtrpshsskaler enaNdstfi die pdbszlleTmstegmoamlooml.�[r ma.l[sangsaaRaus raagmemns,umsery Anthony T. Tombo III, P.E. ' d.sed5alressM�detuThBenyusdeord[aeOnwCaonnsoaset-sd«erG�IGgDedper,��adeddlhd[.Oel<[otlBrlemikJl�uNaalPll.@egpmddfte7DDduTlaldrudlSelrrss,ialstigt�ilxgcY'ge,hddWwuOlnwysLOklkrcgmudtlaTd #80083 rtxra:dagCesaasrxe[mfetu. NruessdrAloDe160dhepaeassaelpddand[xrdltultEv dSd$Idaadual[SllpdistdfplA®d51(lunefneeelhrpv,d�ila¢[fldWasAntsryee3i'vitsdttisdNxlmsGsian,LatGr;ahyhtadltrsltaiulan,�m 4451 St. Lucie Blvd. eLgFlfle l tNlrye[11etlICJ W Rail whi q if 101irfllS k J 111 rot lRss Iv0p howls 0 &, h1fq De ?.rx Tnss S1Skn hftw dwr Was. In ce?Wrefterns Kim Mod lawl. Fort Pierce, FL 34946 (opyrigh102DIAA-1Roofirosses-AmbeoyLTemboIII, P.f. Reprododieoofthisdoremect,inooyform, isprobibMwitbutAtEttittofitmissioofrom A-IRooffresses-ArdooyLhmbolll,1`1 Job Truss Truss Type Qty Ply A003SB97 65959 JN Corner Jack 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:58:18 2016 a 4 3x6 II 0-10-8 3-9-14 0-10 8 2-11-6 Plate Offsets (X,Y)— [1:0-2-9,0-0-51, [1:0-0-10,1-3-91 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 8 >999 360 ' MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.01 3-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MP Wind(LL) 0.01 3-8 >999 240 Weight: 13 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 99/Mechanical 3 = 45/Mechanical 1 = 270/0-8-0 (min. 0-1-8) Max Horz 1 = 76(LC 8) Max Uplift 2 = -70(LC 8) 3 = -12(LC 8) 1 = -105(LC 8) Max Grav 2 = 99(LC 1') 3 = 50(LC 3) 1 = 270(LC 1) -FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-9-2 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3 except at=lb) 1=105. LOAD CASE(S) Standard iBcuq-tkw@au5.!'rrerie+@eRdlOC 11CS1;S('SFIrH'k6rrJS113Ma 47tLYMISMUrIMIjIUMNIf4EH Irm 9se Ndvine MssdkMr.mtdn Ib 1Dgo Ydiek¢ueNrr'res sl>Ilkadhr@ettD¢kreDl. essTrni Ussgerepoeer;ix,Sp.�eDrfq¢eub rk setlnenlDDrryresmsomepxed@epe!eesiml¢ rnymr¢rDearfu�hs!pdCase3Llmseertnanmtoo mr.nsrt tna.trea¢ye u:,erro,s,ksaq ¢dmns,:.rmsear Anthony T. Tomfw III, P.E. grad@isletslorvJldlFork@rnq¢;iSAdrdeae@mr:@aUmiseSsdew@edilirtiDNle¢,¢Poe¢tl¢teltSeQLtle@r aLOrkm b37mg¢h cdlfll.lkrrinrdd@e10Dmlmtiell rsed@r rrsss,rbidvgtsd!a}tna4 hsktltlnnAtrub�in9k@e¢spssd33rd #80083 @etsDdgCes!rerNrnrnntx.ID¢lessq eslb@e 1CD rJ@ep�nesadrdlrlrtnd@e1riUu�ts{mMSd$Ylnatli¢(![SIJpNisD7lnalSirimuhrncd@rpee,d�dn¢. IIFI k9xsile¢yns@i55n ultAitd�Irns Deslg¢,lwssessrsrep¢cr1¢ssnw,fr¢,�as 44515t. Lucie Blvd. r3ro i¢hhedlpnrotr¢Iap¢egnk+rioq erd pratsLket 1ia1nsst4sip67heetseOl@:GdbpGxsigu,¢Inss Sy�teefgin¢dmr enual.amoilmzos n:aerti>t¢InL Fort Pierce, FL 34946 Copyrigh 02016A-I Ron]Trusses-AuthonyT.Tomboli,P.I. Reproductionofthisdomment,inanyform,ispm6ibifedwithouttheerineopermissionfromAlRoafTiesses-Aetbonyl.TomboIII,P.I. Job Truss. Truss Type Qty Ply 65959 JO Comer Jack 1 1 A-0035898 Job Reference (optional) Run. MUcu s nuy o , cU r0 r<nnc o.Ucu s aep to cU to Mt r eK rn0usmes, me. r-n uci Zb 1l:bb:lrS LUIb rage ID:9vhGzpJNz3kTSRi_7ViMBOyd85r-e5DREPuZJxVaLfmRoIKIQsDpg9iMRluz49XEj?yOvF 0-3-8 , 1-3-5 1-6-13 , 0-3 8 ' 0-11-13 0-3-8 %-E—H LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 >999 360 MT20 244/190 i TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 6 >999 240 BCLL 0.0 Rep,Stresslncr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MP Wind(LL) 0.00 6 >999 240 Weight: 5 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 6) Provide mechanical connection (by others) of truss BRACING- to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)1, 2, 3. IStructural wood sheathing directly applied or 1-6-13 oc purlins. 'SOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in CTIONS. (lb/size) 86/0-8-0 (min. 0-1-8) = 53/Mechanical 33/Mechanical Horz 31(LC 8) Uplift _ -33(LC 8) -33(LC 8) -11(LC 8) Grav 86(LC 1) 53(LC 1) = 33(LC 1) :ES. (lb) Comp./Max. Ten. - All forces 250 (lb) or less except shown. Wind: ASCE 7-10; Vult=165mph (3-second gust) Tsd=128mph; TCDL=5.Opsf-, BCDL=5.Opsf, h=25ft; it. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) d C-C Comer(3) zone; cantilever left and right posed; end vertical left and right exposed;C-C for ambers and forces & MWFRS for reactions shown; mber DOL=1.60 plate grip,DOL=1.60 Plates checked for a plus or minus 0 degree rotation out its center. This truss has been designed for a 10:0 psf bottom ord live load nonconcurrent with any other live loads. ` This truss has been designed for a live load of .Opsf on the bottom chord in all areas where a :tangle 3-6-0 tall by 2-M wide will fit between the ttom chord and any other members. Refer to girder(s) for truss to truss connections. ifG�•rlenrRarrgtdprzdn5e'bl ptn�'SS6j SEff(i"}6EAE17S TEmSdrOk1811A6S(9Si0NrrCfE1'}60BQAtELfYi91'hm. TttBr lesiQpmueWsnlnWe�sufvlsTmsOestDtrviaS�100)vJ&I,If<y L7r�nIE TSIHNfISE.MDLMSEPIG UIIMStMrvIH 36MpIT1IPD.Mir lJTri(StllNtpi@iS�14,SL'�lifCeTCDLTl,IG�Asr Tins NO Srltldfr Tfj,ttlytrnitsur TDDtlrflSltll®elrWRfrMp,!ISL,MNTItltlIFr RSpN!R09rUi(dlft7l�ES s4l Trissitsin M IU O.uht al. Bedes essu101iit* is *ntlmAS,A1NdfJ AnthonyT. Tombo III, P.E. �.udOa T,oss4, rtrkAiupH,ntp,sM1ddr elNaOnet,ke OuwseiS,�tde,lafle4ilirzsDalper,htdMnldMllr.geiTr n96,im1l,JGsgnG�l%d. ilegpmdAkeTODar es(IieU n,ei6, iren, eni�tug�a�s�,er,mmu.oa!<,ogi■ok�rnspmad�ya, &ri!d4T6K¢e,Wfr,9a1x. I8rN,s sg Wien@Doq prpnti,rsad ryl,lms dll, Idilur 6apmlSi�Ida�tlW(USI}rGMifta9'rplfl sdSt(Im,elrtta;el kr pe,ndgilarG PlkSrrsllnegenti36nal sdth TmsOlsinn,Tnss °esigl Sjnw cATrassltailadm,�ess #80083 s"�miuklndha(ul;plarrttl�»hmToplpol ry6esindtei ThTnn Msiy6rWeis AM6?h9�Te4F,,.Wi SStke how 9agloft rllopC,SudU�usmnrAid inlFFl. 4451Blvd. Fort Pierce, FFLL 34946 [oplrigM43201bA-Iloaf i,asses-Aethoayi.iamhoIII, P.F. Heptodnsfiaeelthisdeccmeat,ioonyform, ispsoliEBnlxiShoe116enriifeopermission from A-1Reoliresses-ANlooyT.lam6oIII, Pl. Job Truss Truss Type Qty Ply A0035899 65959 JP Comer Jack 1 1 Job Reference (optional) Al -Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.U20 s Aug 31 21176 I-nnt: S.u2u s Sep 13 2u1b MI I eK Industnes, Inc. hn UCT 2S I1:bS:19 2U1b rage ID:9vhGzpJNz3kTSRi_7ViMBOyd85r-6HnpSlvB4FdRypLdLOs z4lx7Z75A186JpHoFRyOvF 0 3-8 , 2-5-6 12-8-14, 0-3 8 _- 2-1-14 0-3-8 2x4 = 2-8-14 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 6 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.01 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.01 3-6 >999 240 Weight: 8 lb . FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 14710-M (min. 0-1-8) 2 = 99/Mechanical 3 = 49/Mechanical Max Horz 1 = 53(LC 8) Max Uplift 1 = -57(LC 8) 2 = -65(LC 8) 3 = -10(LC' 8) Max Grav 1 = 147(LC 1) 2 = 99(LC 1) 3 = 51(LC 3) FORCES. -(Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord, in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5} Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. LOAD CASE(S) Standard iYcvg•tlmedaeq�«tlrs0e'1-I lDAi IdD3SES jSFlt(t'}f(ruetlEWfE(D¢YIIDSSNSNIIrtDiEt�1�ID9(H{#IitlP ka Trd(desip tvmrtess7isulasasufssTrmsCss'pkeres;IDCjsd&leRsbl i.TraEaIB,Pi ldeaaSkgkSnese DeinsNuviss sthdu L4lDD,etli DdTeinsumslkesshnseesdMReTCilniseead.Ise t«ssPeso (sw1s,Spddry(rpmymtasnluWT00rcrye«mu=P3dA0FASiml npmnq«qus0iie16rMks.'greteaS#1TrwsskpadnasTDDdr,us«ind.The dntpusrgt=s,hdgraiusu,sndaq Anthony T.TomlsoI1I,P.E. ede«dtlisl«tstrmisaittrls0e«tNnODdddhe0ne, Dew'sutmOrlegdatleF+tlt¢dDeaPr,uda!«tledd0en(.OeO(oi9elsrmlsif�ateedTnd.Qegpnsdd@eIDDM«ptudsedGefron,�slaged!ayts•.rn:htrttlemrsAlMgs4Dkt4«gms0 pd #80083 Ba rYtsDDes!rcr vA(ute . Us*$ .AkhBi d m poasrsm Pmdo« dnr 10161[.V dsd*maewrpcv;PanmerTn«dvar«rdrr««e(«prrmpdnu. mae serr��+msmsemeas•sdn:r«rs Drupa,rmsDss et rres�esdT«ssasasa«n,aess 4451 St. Lucie Blvd. aisrdu terxdEpefemrdnP«d ganmwStS euPdnisd«t n:Tnn[rap(,snds SDT�tra�prxsi7nr,ut«ssspaa(g0«,da�p ea9ot. suolueDsdsnussr_es ls(9s10m-I. Fort Pierce, FL 34946 (opyright02016A-Itoolirasses-AnthonyLTomhoIII,P.E. BeprodutiaaolOisdocument,inonylorm,isprobibAedssi(houtlbewitteopermissionfromA-]IndTrusses-AndonyT.bmbolll,P.f. Job Truss Truss Type Qty Ply 65959 JQ Comer Jack 1 1 A0035900 Job Reference (optional)" uoa.wnr Russ: o.u/u s Aug a r zu r ts r-nnC muzu s oep -r 3 zu-IO mi I eK mousines, inc. r-n uct zti 11:5triv 2U1 b Page ID:9vhGzpJNz3kTSRi_7ViMBOyd85r-6HnpSivB4FdRypLdLOs z4ltfZxW86JpHoFRyOvF 0-3-81 3-7-8 3-11-Q 0-3-8 3-4-0 0-3-8 2x4 = 3-11-0 3-11-0 LOADING (psf) SPACING 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.02 3-6 >999 360 . MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.04 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.05 3-6 >950 240 Weight: 12 lb FT = 0% I LUMBER- ITOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- 5OP CHORD IStructural wood sheathing directly applied or 3-11-0 oc pufins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requi71n cross bracing be installed during truss erectio accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 212/0-M (min. 0-1-8) 2 = 146/Mechanical 3 = 66/Mechanical Max Horz 1 = 76(LC 8) Max Uplift 1 = -83(LC 8)- 2 = -98(LC 8) 3 = -10(LC 8) Max Grav 1 = 212(LC 1) 2 = 146(LC 1) 3 = 74(LC 3) :ES. (lb) Comp./Max. Ten. - All forces 250 (lb) or less except shown. Wind: ASCE 7-10; Vult=165mph (3-second gust) sd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; it. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) d C-C Comer(3) zone; cantilever left and right posed ; end vertical left and right exposed;C-C for ambers and forces & MWFRS for reactions shown; mber DOL=1.60 plate grip DOL=1.60 Plates checked for a plus or minus 0 degree rotation out its center. This truss has been designed for a 10.0 psf bottom ord live load nonconcurrent with any other live loads. • This truss has been designed for a live load of .Opsf on the bottom chord in all areas where a ;tangle 3-6-0 tall by 2-M wide will fit between the ttom chord and any other members. Refer to girder(s) for truss to truss connections. 6) 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 6+trot•Bwt@[irz5tllteriv@e'2dtOBF11CSflS('SEIIFI"y6EAiiltl(tYSB(pIS1@0(S@1S(OXI'rPRf�l'JA@i(iaEl}ilPhm. Iner deVQrawdusadrtdatksnfehimiCes�Ptnisi;lU@}ud@eAt�aJ T.Itsi�It,ptldea�e5iedhrteme Wnsdkrvists@Mn@t IDAm7 wlgrsrtrmtr!ce:s�rti«.-am@.mo�Htrm. to Truswslt(.ars{u,sNoeM(tp�l@esednmtmssptsm+mmeMaea�pdnsurdvpna�gresrru,aaq@s�kupae,ssySimstepadasvmnoq.afnret Tdeogrnssssnns,iss�u:mns,stmeaaf Anthony T. Tombo III, P.E. ' ed.ud@islrrssl+t>lk0nyls&rssitss@8@idle own, to s+dsKnNrlttla@eWlajbtilp+tr,hIn sednidth R(,@t@(wisthnRMdtgobdlgd.ingprtddNMw1 oI bu walk ' 80083 - hilamiD"r- andcath".lastmoalm@e¢AmllhrroCaes®spdelvndtltkWathap�dSd•1rL"zetfiujtt5l}Idlidda�Iflotl80.nrelna;dhr+ewdpYna.IlFlkreeslhetts}at@iuAnuflAisd@afmswsym,rmsxd�hpsudlass eawe�!ess 4451 St. Lucie Blvd. a rduk6Mha(neodrpulefahmms¢tatchsmahel➢tinss[as�rhsneethrottr:s+s�q[Ksi,er,ratnsssisam[queud�edm�y.Nofee sdsemsme��tsdnifst. Fort Pierce, FL 34946 Eopyright02616Adtodfrasses-AnthanyLTombnIII, P.E. Reptododianalthis dammem,inany form, isproMhedwithoatthesoitteopermissionhomMRoolTtcsses-AatboayLinda 01,P.E. Job, Truss Truss Type Qty- Ply A0035901 65959 JR Jack -Open 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 8.020 s Aug 31 2016 Print: 8.U2D s Sep 13 2016 M1TeK Industnes, Inc. Fn Oct 28 11:58:2U 2U16 Page ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-aTLBf5wgrZllazwpvjNDVHlxuyBYvCOFYTOLntyOvF 0.3-& 4-9-10 _�5-1—T, 0.3 4-6-2 0-3 3x4 = 5-1-2 Dead Load Defl. = 1/16 it a en d> 7 LOADING (psf) SPACING- 2-M CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.05 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.12 3-6 >519 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.13 3-6 >452 240 Weight: 16 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 27710-8-0 (min. 0-1-8) 2 = 194/Mechanical 3 = 83/Mechanical Max Horz 1 = 100(LC 81 Max Uplift 1 = -109(LC 8) 2 = -131(LC 8) 3 = -10(LC 8) Max Grav 1 = 277(L-C 1) 2 = 194(LC 1) 3 = 97(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; -Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-0-0 to 4-2-15, Exterior(2) 4-2-15 to 5-0-6 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at --lb) 1=109, 2=131. LOAD CASE(S) Standard sew•nmrnar��rea:+er•LIIOCFIPCSSES('SEIIFE`}6EIf11lIrINSd(WSiOO(SNSiQ.9(IG(Hj(ltlll(Slii+FlsfllrhmTrdr(esipruaulesstilndMesu(tisrmsG>pCmhr;f(d�rrO9eletSgl.7emd;Pirde�re5hsetldsretse9rJnseNsnisesWs1aM1OAa1/ WTe3ssoemry:nsslsO6e wlhtlklLD-MnOr Aso Tms OnoFepaeaOx,Spade Fepsenpsxsal-rJIMMmsmomeyta;edh pdssnol espmenq rensesildiryhrM htVdbthpsinsskyirgla ne TOO My. Werfid. Tteetsip nr,,;Ws, hs9gsNtmtt,uiiddiry Anthony T. Tortd76111, P.E. ' d.udfisl-ssM-rGd5gB6e rsgrcsJiidtdlu Otte, NaOmis rLlxl:elr}vtaflrG yGsige,h!haskstel lkQLtle 0(nide tsNlrJhy-h srdirtl.itegynsdd&sTO6od os(fie8-edMTms,iaihsytd}4age,hmlWi-osQlntlgssiAkIDerssyvasdslyd # 80083 co lalsyetsiperad(oonsde. L7 rdtt sdaA lent RD-1 nepoE¢ssMpildierdhe[vhllnyhigaetl SdiykrnM-jtf5fjpdisk7DriH-ISr(A oneehrxel krymnlaa. llFl ha2s14ereg-sLti3rar srfdR"ssdNa lmsONron,Trass GigsEgises ed7msY-shdsrt,aeu 4451 St. Lude Blvd. e5�.w (tn rho(mmgneOgnh.rirussy rasews a ds (Tis rnss h p&pS es sO16sGAiy k tax.atnssSp as (ga a dao<su my N-sdwess s-Lta IteR(1. Fort Pierce, FL 34946 (opyrigh102016A•Itoolimsses-Anthonyl.Tombo111,P.E. Reptodurtien of this doommett, in say form is prohibited withmat The wiltlen permission from A-1 Roof Tresses -AnitonyI. lembo 111, P.E. Job Truss Truss Type city Ply 65959 JS Jack -Open 1 1 A0035902 Job Reference (optional) rs, rcuot t ruses, con rrerce, rL_ arayo, uCssynLd rtruss.com mum muzu s rsug a-, zu-{o r-nns: o.uzu s oep is zuio tuft i eK mausmes, mc. rn uc{ zu ­i 1:atf:zu zu1b rage ID:9vhGzpJNz3kTSRi_7ViMBOyd85r-aTLBf5wgrZllazwpvjNDVH12JyHOvCOFY'rOLntyOvF 0 3 81 3-7-12 3-11 q 0-3-8 3-4-4 0-3-8 f 2x4 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.02 3-6 >999 360 MT20 244/190 TCDL 15.0 ' Lumber DOL 1.25 BC 0.51 Vert(TL) -0.04 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MP Wind(LL) 0.05 3-6 >935 240 Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 6) Provide mechanical connection (by others) of truss BCHORD 2x4 SP No.2 BRACING- to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)1, 2, 3. Structural wood sheathing directly applied or 3-11-4 oc pudins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in REACTIONS. (lb/size) 1 = 213/0-8-0 (min. 0-1-8) 2 = 147/Mechanical 3 = 66/Mechanical Max Horz 1 = 77(LC 8) Max Uplift 1 = -84(LC 8) 2 = _ -98(LC 8) 3 = -10(LC 8) Max Grav 1 = 213(LC 1) 2 = 147(LC 1) 3 = 74(LC 3) :ES. (]b) Comp./Max. Ten. - All forces 250 (lb) or less except shown. 11) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; 6at.11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right eixposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4i - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. �tPd%•PIWeMHIgYJlthtlNl�idl08F1�'fffirSEtlEPA WWI lElY11(Orf1110SS1US10W(RPtEijIOMQit}LffliEP km.Yerd{dezip rymnasmd rcdxtesuOisTmss Dzz�Cmig{IDe/d9eleT.lrsh�Pl,PElela�t5hsdlCmme. Ueitzzdiu»st s6alallr iQqui{ CRei,attmrPkzzsldl4eatlMotTC09ie tt5l. lselmsOzsgo[{(e,Sptldry(t;venemz�norteD:epeumoe¢e{rsed6epdnvtnlez{�ezrtr{sespezCdgbr�hipddssllttmskpddntlefiDdJ.nLs i?Fl. keeesgc nsrspms,isziwitoaizis,smdiusp Anthony T. Tombo III, P.E. ' ed'st dtlitlm b, teyNejisol ngasoitdldenonu, lk onds vi vedepd.6, bUn otslper, talk rakddWK.nt X tdot 4NWdg uitodltld.#80083 oe1SCer¢esud(aeed4x. 49taa s9c9fBhfClldrh pvTsessd pYersesdtlt rd!@{6s�dSde¢Wa¢dnt iH51}pdistedglPltdSdti to idera;dla pxrdgtinis. Rll la5nslksegselt36uadddisdfu lms psipn,TmsWs9tfpMrz edlrasYssdnFxe,s�<ss 44515t. Lucie Blvd. AtniseltMdgc(eetrtdapselsdatMaia{I)topmes ]adze] ritTnn 6ed�6punbioT3ebdAa{teslpts,alnssSds§m ro(uetrdeoq idldo} /ou{Coili dsems via ddo:dgnN. � Fort Pierce, FL 34946 Eopyrighi02A16A-1loolTtosses-ActbnyT.TomboIII, F.F. Reproduction 01 this docconed, in layform, is plobihited without the voiflus permission from Al Rool Trcsses- Aplony]. Tomb 111, P.E. Job. Truss Truss Type Qty Ply A-0035903 65959 JT Jack- -Open 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Sep 13 2016 MTek Industries, Inc. Fri Oct 28 11:58:21 2016 Page ID:9vhGzpJNz3kT.SRi_?ViMBOyd85r-2gvZsRxScst9C7VOTRuS2VrHVMhRefePn7muJKyOvF% 0 3 8, 2-5-14 1 2-9-6 , 0-3-8 2-2-6 0-3-8 2x4 = 2-9-6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.20 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.01 3-0 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.01 3-6 ?999 240 Weight: 9 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 150/0-8-0 (min. 0-1-8) 2 = 100/Mechanical 3 = 49/Mechanical Max Horz 1 = 54(LC 8) Max Uplift 1 = -58(LC 8) 2 = -66(LC 8) 3 = -1O(LC 8) Max Grav 1 = 150(LC 1) 2 = 100(LC 1) 3 = 52(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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 o'certC-flare oms�rzrin6r'A-I IDCFIICSSESsiBCEi } fdiElil iEnR BlDYT4DDiSNS1DNl'Irfrrj IJDtD'RtuFlllRP fsm rrtpbsip rrrsMMs>drsNrosufds TmsCrs�s �¢DD} W 6e AeRssp i.lKsefJ,PE IdeaaSW 9dneese Vdnsdseredu s6hdn Ib rDD,r7 kJTei uenGsri!¢Ra sYdl tie aed hsRelCD6MnD0. AlOw Dno hpunQ.e.,flSndry fsVwltes,dany Urp,nnu owpMedl4not IDD FOY.nsnTA 1. N desip nuepun,ludsgmighs, WItlal ',, Anthorry T. Tombo lII, P.E. .' eod-u dtM1m1%""y9 gIs6r nspenodtf diie One, us DtmtrAb;trNrddaoebf"Msipg'bit-dmaue61.6e 61as6e lsdWBtaqu6dlfl-I. Ileq}nsddoaIDOdupfutl rud&Iris, �rlugtmd!a}tSrw hstsiltlin rQMdgt1D1e6ansyasdSRjd 80083 Be tlidtgesge, aJ fanngr, lD nlrs idM IeRe RDMRr p�rcesrl piletmsdiuldtlu) Grtp�d SrNp Idarenn(I[SDpdisedglRrlSxA rtr idrtacNM paN pdarz. I/FI h5rss6arrspmditifia ¢4dxisNRe Tms DNpe, Uns Cedgofljiern sdlnssldadahura!m rl�riuldaNlynlortmeyalspnh�yhsDpeiestmdnt DslnzsCasipfipornhi0T9etr9lgGesi�,,nlnnSyi6aEqumdmrylatla} ulrgm?udRnsmnldaNhRFI. 4451 St. Lucie BIW. Fort Pierce, FL 34946 (appight®1DI6A•ItoDlTrosses-ADrhDRri.Tenth III, P.E. Repmdolticaotthisdoesnenf,inanylorm,isprohihBedxit6or6slemfienpermiaionlromA-TRaatTmsses-AnlhooyT.Tomholll,P.E. Job Truss Truss Type Qty Ply 65959 JU Jack -Open 1 A00f5904 Job Reference (optional) nun. o.ucu s rsuy o I Zvi o rnrn: o.ucu s oep 1-3Zu ID mr r ex mousures, Inc. rn uc[ ztf nI :oas:z zu1 o rage ID:9vhGzpJNz3kTSRi7ViMBOyd85r-2gvZsRxScst9C7VOTRuS2VrKgMjzefePn7muJKyOvR 0 , 1-4-1 1-7-9 , 0M ' 1-0-9 0-3-8 0 0 0 T 0 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 . n/a n/a I BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.00 6 >999 240 Weight: 5 lb FT = 0% (LUMBER- -TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 - BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-9 oc purlins. BOT CHORD �igid ceiling directly applied or 10-M oc bracing. 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in 1 accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 89/0-8-0 (min. 0-1-8) 2 = 55/Mechanical 3 = 34/Mechanical Max Horz 1 = 32(LC 8) Max Uplift i _ -34(LC 8) 2 = -35(LC 8) 3 = -11(LC 8) Max Grav 1� = 89(LC 1) 2 = 55(LC 1) 3 = 34(LC 1) :ES. (lb) Comp./Max. Ten. - All forces 250 (lb) or less except shown. Wind: ASCE 7-10; Vult=165mph (3-second gust) isd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; it. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) d C-C Comer(3) zone; cantilever left and right posed ; end vertical left and right exposed;C-C for ambers and forces $ MWFRS for reactions shown; mber DOL=1.60 plate grip DOL=1.60 Plates checked for a plus or minus 0 degree rotation out its center. This truss has been designed for a 10.0 psf bottom ord live load nonconcurrent with any other live loads. . This truss has been designed for a live load of .Opsf on the bottom chord in all areas where a ,tangle 3-6-0 tall by 2-0-0 wide will fit between the ttom chord and any other members. Refer to girder(s) for truss to truss connections. 6) 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 Selar-theetaurHrsed!+heRd I0CF1Nffl{S((trG101(1BY58(001101SM1011(rm(Ctllplt(LawIsm. Iff[II inip(srmdessaindue•sufiUTms Ws Cnsv({IUCJ¢!be lifliq Lhaal3j.1. rdaraSialB rim 0ekss!let!Ou Oda 4N T061 adr Weiss¢t�!rkRssOdlkcsslhrOalNtis ual. 1st Uns Isnoltph:WP,Sp_*bpsmmtasedesayM eptsoa same,+tsedmTsdrssgnlaltaagsespsda4MMhppdat S417 S&PRelate in taly'.1.111r1. 1ladestrtmtg0us,l�atrmm,uatur Anthony T. Tornbo III, P.E. edtndtisisuss(xIII ltii6glstestysestila(dt5thlr¢10Npa,44!udedd to Kill t(ed6elmltal3ga(esaJlNl. ingln!ddte100doyfletlrudMisns,�s(apM/lu;sb;ql,hsailtlsnvAlrNq{nOkffiestslmtbdtpd '+80083 ter9!dyhsy ssd(teesdx. Ulms91AlintROC(rhpatiasWptdandttrdlla9GalrcdsddrinesellwjOimlTINUIS Ise,dertAhrjusnlplate. bidh5astsssesystd'a+tlneddSadNsTmsOesiaa,TmnCMp5q'vtesdlrznits#mhen,�rn 4451 St. Lutle Blvd. raadn(e(adeTo(tdmqueltrnpvnagxl0raaes�+and ntLm(a ahplmxrOTe caty0! pn,ainstsys�aFgaeadag5aral rOmaersdmasma(trsdminl. Fort 1 ii. , FL Blvd. Eapfrishf020166-IIcalTresses-de(hanyLyn Da111,P.Llitptadmti000fibisdoamets,inanytatm,ispsa6ibitedadthadIieeniteapermissionhstsMkio1T!csses-AdanyT.Tambis111,P.E. Job,. Truss Truss Type Oty Ply AO035905 65959 JV Jack -Open 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34945, cIeslgn(a�a1truss.com Kun: &UM S Aug Jl zul6 PnnC ts.uLu S sep lJ zulo mi I eK 1nUUSInes, inc. rn ucT zo -I1:00;Z I Zu Io rage I D:9vhGzpJ Nz3 kTSRi_7ViMBOyd85r-2gvZs RxScst9C7VOTRuS2VrKLMkoefePn7muJ KyOvR 0-3-8 0-9-2 1 0-10 , -10 0-3-8 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.00 4 >999 240 Weight:3 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 57/0-8-0 (min. 0-1-8) 2 = 30/Mechanical 3 = 27/Mechanical Max Horz 1 = 21(LC 8) Max Uplift 1 = -21(LC 8) 2 = -17(LC 8) 3 = -13(LC -8) Max Grav 1 = 57(LC 1) 2 = 30(LC 1) 3 = 27(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat.11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. LOAD CASE(S) Standard Qer� neneuK,, 1predsr6e'1-itoe:r8ss8!•s8urktsmtuausaUtssmkrvue whin lkmwf NeTetusuardixes sldibenelmr�elCDnnnfd Ise Ins angr &angpe.;S adry repmrbb sed n apiabrtiniM ameptacedbyrtnsimi agg""quAllyfrWhsItisefta w031ms6p inM Manly. salts TPld. t4 desonne(Iien, m"midins, waidly Anthony T. Tombo III, P.E. end eudlfisimssfrulkltnpls9engnsMfiltuona, NOP.,bitsad selneW'61 gailif Regpuddlh DDal.11411mdnefrvss� 80083 esWditeesgeeJ(aaWu.e-Ift'Alhall MOM nepenalpiddnndrnr,am111niadsddpmxn5UW)F810dbyInalsolardamadhrpadpilau. 44515t.WeleBlvd. rlmlu leluddyafuadaprdgnmvtisntkpratsraeaes ha,dsN.%Wsrksip6,isevhNOT fgtew slaty 14114IDo7ao5udsaasueesl:t®NmiFFL Fort Pierce, FL 34946 Upyrijbi O 2016 A -I toof crosses-AnthnnyL Tomba III, P.E. ieprobi ion of this down eat in any farm, is prohibited xithavithe wrinen permission lrom A -I Aaof Tresses -A thnyL hmba 111, P.E. Job Truss Truss Type Qty Ply 65959 VM2 Valley 1 -1 A00S5906 Job Reference (optional) All Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Sep 13 2016 MiTek Industries, Inc. Fri Oct 28 11:58:22 2016 Page ID:9vhGzpJNz3kTSRi_?ViMBOyd85r-WsTy4nx4NA?OpH3C18PhaiNUPn-45N6uY?nVSsmyOvF 1-8-8 240-0 1-" 0-3-8 2x4 6.00 F12 ,LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP ITCLL 30.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 ;TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999 IBCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a IBCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 5 lb FT = 0% TOP CHORD 2x4 SP No.2 -BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 75/1-11-8 (min.0-1-8) 2- = 62/1-11-8 (min. 0-1-8) 3 = 14/1-11-8 (min.0-1-8) Max Horz i = 48(LC 12) Max Uplift _ -22(LC 12) 2 = -53(LC 12) Max Grav 1 = 75(LC 1) 2 = 62(LC 1) 3 = 27(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Wind: ASCE 7-10; Vult=165mph (3-second gust) sd=128mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; it. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) d C-C Exterior(2) zone; cantilever left and right posed; end vertical left and right exposed;C-C for ambers and forces & MWFRS for reactions shown; mber DOL=1.60 plate grip DOL=1.60 Plates checked for a plus or minus 0 degree rotation out its center. Gable requires continuous bottom chord bearing. This truss has been designed for a 10.0 psf bottom Drd live load nonconcurrent with any other live loads. . This truss has been designed for a live load of .Opsf on the bottom chord in all areas where a :tangle 3-6-0 tall by 2-0-0 wide will fit between the ttom chord and any other members. rseefe�ip6ie.dd. wear. nsra.3:51.d tn. U.C.SW'dkOe 6) Bearing at joint(s) 2 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 lb uplift at joint(s) 1, 2. LOAD-CASE(S) Standard isab W, IE lefn the ituq Mue asr, i w sh M edr, nla VN. lie s:Ap Anthony T. Tombo III, P.E. 80083 4451 St. Lucie Blvd. Fort Pleice, FL 34946 n[milea sAnrt:e did ireLeaaiarrtelqub n;:s�Ers:7rnersenhei Mims Dale;lae a r>ltashOyIxsym,ss imnSnina[ep�r. sra+lglray ktsgas�telfasrsnws kraeih iist. [appigM�l9016ATP,00TLasses-Aaf4aoyLTaa�boN,P.E, tepiedediaoofibis demmeat.i000yimm,isprobibBedsitloaifbeviffeopermissimtisamA-1halTiosses-Aafbaayli.Tombo10, U ARM WIYiI J rB A-1 ROOF TRUSSES A. FLORIDA CORPORATION Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007; WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "SCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8). Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 12) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fax www.AItruss.com us STRUCTURAL. CONNECTORS A MiTckCompany Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 820 510 - (4) - 10d (Header) FL821.39, (2) - 10d (Joist) 11- 0510.01, RR 25779 LU524 670 765 825 490 - - _ _ (4) - 10d (Header) (2) -10d (Joist) T2 JUS26 1881, 850 975 1060 1115 (4) - 10d (Header) FL821.42, (2) -10d (Joist) 11- 0510.01, RR 25779 LU526 865 990 1070 1165 - - - _ (4)-10d(Header) (2) -10d (Joist) T3 MSH422 1831, 2025 2025 2025 - (22) -10d (Face - Face Max Nailing) FL822.36, (6) -10d (Face - Top Max Nailing) 08- (6) -10d (Joist - Face Max Nailing) 0303.06, (6) -10d (Joist - Top Max Nailing) RR 25836 (4) -10d (Top - Top Max Nailing) 13116-R THA422 2245 2245 2245 - - - - - _ (6) -16d (Carried Member- Face Mount) (6) -10d (Carried Member -Top Flange) (22) -16d (Face - Face Mount) (2) -16d (Face - Top Flange) (4) -16d (Top - Top Flange) THA1422 1835 1835 1835 - - - - - _ (2) -10d x 1-112 or 2 -10d x 1-112 (Carried Member) (20) -10d or (2) -10d (Face) (4) -10d (Top) T4 THD26 1781, 2485 2855 3060 2170 (18) -16d (Face) FL13285.35, (12) -10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 - - - _ _ (11) -10d x 1-112 (Carried Member) (20) -10d x 1-112 (Carried Member- Max Nailing) (20) -16d x 1-112 (Carrying Member) (20) -16d x 1-212 (Carrying Member - Max Nailing) N a i U S F STRUCTURAL.. CONNECTORSO A M1Tek' Company Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 - (18) - 16d (Face) FL13285.35, (12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS26-2 2785 3155 3405 1550 - - - - _ (14) -16d (Face) (6) -16d (Joist) HTU26-2 2940 3340 3600 2175 - - - _ _ (10) -10d (Carried Member - Max Nailing) (20) -16d (Carrying Member- Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 (28) - 16d (Face) FL13285,35, (16) -10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 - - - - _ (26)-10dx1-112(Carried Member -Max Nailing) (16) -16d (Carrying Member- Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 (28) - 16d (Face) FL13285.35, (16) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS28-2 4210 4770 5140 2000 - - - _ _ (22)-16d(Face) (8) -16d (Joist) HTU28-2 3820 4340 4680 3485 - - - - (26) -10d (Carried Member- Max Nailing) (26) -16d (Carrying Member- Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 (18) -16d (Face) FL13285.35, (12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS46 2790 3160 3410 1550 - _ _ _ (14)=16d(Face) (6) -16d (Joist) us STRUCTURAL CQNNECTOW A MITek' Company Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 - (28) - 16d (Face) FL13285.35, (16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS48 4210 4770 5140 2000 - - - - _ (21) -16d (Face) (8) -16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 (20) -16d (Face) FL821.75, (8) -10d (Joist) 06- 0921.05, RR 25779 13116-R HGUS16-2 4355 4875 5230 2155 - - _ - (10)-16d(Face) (8) -16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 (20) -16d (Face) FL821.75, (8) -10d (Joist) 06- 0921.05, RR 25779 HGUS26.3 4355 4875 5230 2155 - - - _ _ (20) -16d (Face) (8) -16d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 (36) -16d (Face) FL821.77, (10) -16d (Joist) RR 25779 13116-R HGUS28-2 7460 7460 7460 3235 - - - _ - (36) -16d (Face) (11) -16d (Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 (36) -16d (Face) FL821.75, (10) -16d (Joist) 06- 0921.05, RR 25779 HGUS28-3 7460 7460 7460 3235 - - - - _ (36) -16d (Face) (12) -16d (Joist) i USP STRUCTURAL. CONNECTOW A MTe~ktpany Fastener Comparison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners (4) - lOd (Header) (4) - IOd (Header) - T1 JUS24 LUS24 (2) -10d (Joist) (2) - IOd (Joist) (4) -10d (Header) (4) -10d (Header) - T2 JUS26 LUS26 (4) - lOd (Joist) (4) - IOd (Joist) (22) - 10d (Face - Face Max Nailing) (6) -16d (Carried Member- Face Mount) (6) -10d (Face - Top Max Nailing) (6) -16d (Carried Member- Top Flange) - T3 MSH422 (6) - lOd (Joist - Face Max Nailing) THA422 (22) -16d (Face - Face Mount) (6) -10d (Joist -Top Max Nailing) (2) -16d (Face - Top Flange) (4) -10d (Top - Top Max Nailing) (4) -16d (Top - Top Flange) (11) - IOd x 1-112 (Carried Member) (18) - 16d (Face) (12) - lod x 1-1/2 (Joist) (20) - lodx 1-112 (Carried Member- Max Nailing) - T4 THD26 HTU26 (20) -16d (Carrying Member) (20) -16d (Carrying Member -Max Nailing) (18) - 16d (Face) (14) -16d (Face) - T5 THD26-2 HHUS26-2 (12) - 10d (Joist) (6) -16d (Joist) (28) - 16d (Face) (26) -10d x 1-112 (Carried Member- Max Nailing) - T6 THD28 - HTU28 (16) - 10d x 1-1/2 (Joist) (16) -16d x 1-112 (Carrying Member - Max Nailing) (28) - 16d (Face) (22) -16d (Face) - T7 THD28-2 HHUS28-2 (16) - 10d (Joist) (8) -16d (Joist) (18) -16d (Face) (14) -16d (Face) - T8 THD46 HHUS46 (12) - 10d (Joist) (6) -26d (Joist) (28) -16d (Face) (22) -16d (Face) - T9 THD48 HHUS48 (16) - lOd (Joist) (8) -16d (Joist) (20) -16d (Face) (20) -16d (Face) - T10 THDH26-2 HGUS26-2 (8) -16d (Joist) (8) -16d (Joist) (20) - 16d (Face) (20) -16d (Face) - T11 THDH26-3 HGUS26-3 (8) - 16d (Joist) (8) -16d (Joist) (36) -16d (Face) (36) -16d (Face) - T12 THDH28-2 HGUS28-2 (10) - 16d (Joist) (12) -16d (Joist) (36) - 16d (Face) (36) -16d (Face) - T13 THDH28-3 HGUS28-3 (10) - 16d (Joist) (12) -16d (Joist) Nil <<, Y 14 {{ a r+ � .[t'X JUS24 JUS26 MSH422 ITH D26 ITH D28-2 TH DH26-3 TH D26-2 ITHD46 H D H 28-2 TH D28 HDH26-2 TH DH 28-3 JANUARY 8, 2016 I TYPICAL HIP / KING JACK CONNECTION I ST-CRNRST & LVL NAILIN LVL NAILING SCHEDULE CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-101 29'-0" Mean Height, Exp. B, C or D. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 Attach End Jack's w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC Attach King Jack w/ (2) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach Corner Jack's w/,(2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (3) 16d Toe Nails @ TC & (2) 16d Toe Nails @ BC (Typ) "I FEBRUARY 14, 2012 I Standard Gable End Detail I SHEET 2 0= =00 0 00 0 00 a MiTek USA, Inc. MiTek USA, Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD T HORIZONTAL BRACE (SEE SECTION A -A) Roof Sheathing—� \ V-3" Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR THE PROJECT ENGINEER/ARCHTECT 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 Diag. Brace. at 1 /3 points if needed End Wall @ 24" o.c. 2x6 DIAGONAL BRACE SPACED 48" O.C. ATTACHED TO VERTICAL WITH (4) -16d COMMON WIRE NAILS AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH. FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS (MIN) \ \ \ BLOCKINGPROVIDE 2x4 THE TRUSSES SUPPORTING THE BR BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) -10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) -10d COMMON WIRE NAILS. 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 NAILING SCHEDULE. METHOD 2: ATTACH 2X SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL FOR WIND SPEEDS GREEATEOR 120 MPH (ASCE 7-98, 02, 0 )E 50^ PH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131- X 3-) NAILS SPACED 6" O.C. (2X 4 STUDS MINIMUM) SCAB ALONC VERTICAL MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE VALID ANDARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. INLAYED STUD L 8 STRUCTURAL AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / N 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 THE VERTICAUSTUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR / v STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD /*++`1P GABLE TRUSSWCZ ga►*+r° ■ �Q+ STANDARD PIGGYBACK FEBRUARY 14, 2012 I TRUSS CONNECTION DETAIL ST=PIGGY-PLATE 0= aaaa 0 00 0 00 a MiTek USA, Inc. This detail is applicable for the following wind conditions: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 Wind Standards under all enclosure and exposure conditions as long as no uplift exceeds 377 lbs. Refer to actual piggyback truss design drawing for uplifts. NOTE: This Detail is valid for one ply trusses spaced 24" o.c. or less. PIGGYBACK TRUSS Refer to actual truss design drawing for additional piggyback truss information. \\44, // SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24" O.C.). A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. MiTek USA, Inc. Page 1 of 1 Attach piggyback truss to the base truss with 3"x8" TEE -LOCK Multi -Use connection plates spaced 48" o.c. Plates shall be pressed into the piggyback truss at 48" o.c. staggered from each face and nailed to the base truss with four (4)- 6d (1.5"x0.099") nails in each plate to achieve a maximum uplift capacity of 377 lbs. at each 3"x8" TEE -LOCK Multi -Use connection plate. (Minimum of 2 plates) Attach each purlin to the top chord of the base truss. (Purlins and connection by others) BASE TRUSS Refer to actual truss design drawing for additional base truss information. FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALL--EY HIGH WIND2. �0 ® MiTek USA, Inc. Page 1 of 1 EV100GENERAL SPECIFICATIONS 0 00 0 00 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUILIVANT L� 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. MiTek USA, Inc. GABLE -END, COMMON TRUSS 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS-01 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. VALLEY TRUSS TYPICAL I II SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. BASE TRUSSES VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS nP rinnFR TRI ICS WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II BUILDING EXPOSURE C N4 CONTINUOUS NO.2 SYP WIND DURATION OF LOAD INCREASE: 1.60 OOF W/ TWO USP WS45 (1/4" X 4.5") MAX TOP CHORD TOTAL LOAD = 50 PSF TREWS INTO EACH BASE TRUSS. MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF / ON THE TRUSSES _ls' Max FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 00 aaaa 0 00 0 00 a MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. . GABLE END, COMMON TRUSS OR GIRDER TRUSS MiTek USA, Inc. Page 1 of 1 GENERAL SPECIFICATIONS 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL A 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. BASE TRUSSES VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS !lO r-'10MM TDI ice ATTACH 2x4 CONTINUOUS NO.2 SYP TO THE ROOF W/ TWO USP WS3 (1/4" X 3") WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A (NO SHEATHING) N.T.S. WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES aaL-JL-j 0 00 O 00 MiTek USA. Inc. IND DESIGN PER ASCE 7-98, ASCE 7-02, AS IND DESIGN PER ASCE 7-10 160 MPH 4X MEAN ROOF HEIGHT = 30 FEET kTEGORY II BUILDING (POSURE B or C IND DURATION OF LOAD INCREASE: 1.6 4X TOP CHORD TOTAL LOAD = 50 PSF 4X SPACING = 24" O.C. (BASE AND VALLEY) UPPORTING TRUSSES DIRECTLY UNDER ALLEY TRUSSES MUST BE DESIGNED /ITH A MAXIMUM UNBRACED LENGTH OF '-10" ON AFFECTED TOP CHORDS. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NOVEMBER 26, 2014 TRUSSED VALLEY SET DETAIL ST-VALLEY , (HIGH WIND VELOCITY_) 00 ® NOTE: VALLEY STUD SPACING NOT MiTek USA, Inc. Page 1 of 1 TO EXCEED 48" O.C. SPACING CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12. (MAXIMUM 12/12 PITCH) FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH .[ MAY 24, 2012 1 Standard Gable End Detail I ST-GE190-SP =00 0 00 0 00 a MiTek USA, Inc. DIAGONAL BRACE Typical 2x4 L-Brace Nailed To 2x4 Verticals W/10d Nails, 6" D.C. Vertical Stud SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. 12 Q Varies to Common Truss MiTek USA, Inc. Page 1 Vertical Stud 2X6 SP OR SPF No. 2 (4) - 16d Nails DIAGONAL BRACE 16d Nails -� Spaced 6" o.c. (2) - 10d Nails into 2x6 2X6 SP OR SPF No. 2 -\ Typical Horizontal Brace Nailed To 2x4 Verticals w/(4)-10d Nails SECTION A -A 2X4 SP OR SPF No. 2 SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2X4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING A TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ** ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS. B B 3x4 = (4) - 8d NAILS MINIMUM, PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK * Diagonal Bracing ** - L-Bracing Refer Refer to Section A -A to Section B-B 2a" Max Roof Sheathina—I NOTE. 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT Max. BRACING OF ROOF SYSTEM. 4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0" O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 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 (4) 10d NAILS THROUGH 2x4. Ala Brace g (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1 /3 points 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. It needed 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR \� TYPE TRUSSES. 10. 10d AND 16d NAILS ARE 0.131"X3.0" AND 0.131"X3.5" 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 2x4 SP No. 3 / Stud 12" O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2x4 SP No. 3 / Stud 16" O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2x4 SP No. 3 / Stud 24" O.C. 2-8-6 3-11-3 5-4-12 8-1-2 2x4 SP No. 2 12" O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2x4 SP No. 2 16" O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2x4 SP No. 2 24" O.C. 1 3-1-4 1 3-11-3 1 6-2-9 1 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 6in D.C., with 3in minimum end distance. Brace must cover 90% of diagonal length. T or I braces must be 2x4 SPF No. 2 or SP No. 2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B or C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND C DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. End Wall 1 e ���� � ,,•- 1. / 2x6 DIAGONAL BRACE SPACED 48" O.C. ATTACHED TO VERTICAL WITH (4) -16d NAILS, AND ATTACHED TO BLOCKING WITH (5) -10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) August 10, 2010 �oo El El 0 00 0 00 a MiTek USA, Inc. T-BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 MiTek USA, Inc. Page 1 of 1 Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to convert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace size Nail Size Nail Spacing 2x4 or 2x6 or 2x8 10d 6" o.c. Note: Nail along entire length of T-Brace / I -Brace (On Two-Ply's Nail to Both Plies) Wt Nails c111b____, Web I.Ht Z I -Brace Nails Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace MI -Brace 2x8 2x8 T-Brace 2x8 I -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 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. .. •• . r9HR�s.� ERTzN, 3&:'8CA2�IQtt.�i�'40tt04C1287`�1= mm FEBRUARY 8, 2008 00 aVaaa 0 00 a o0 a MiTek USA, Inc. LATERAL BRACING RECOMMENDATIONS I ST-STRGBCK MiTek USA, Inc. Page 1 of 1 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2x6 "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 END TO END, 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 ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0.131"x 3") BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE USE METAL FRAMING ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) 10d NAILS TO BOTTOM CHORD , (0.131" x 3") ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131" x 3") ATTACH 2x4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d AI IAGH IUVEHIICAL SCAB WITH (3) - 10d NAILS (0.131 " x 3") 4-0-0 WALL TRUSS 2x6 r STRONGBACK (TYPICAL SPLICE) (BY O' INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0.131 "x 3") ATTACH TO CHORD WITH TWO #12 x 3" WOOD SCREWS (.216" DIAM.1 INSEK I SUKEW I HHUUGH UU I SIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4'-0" LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 1 Od NAILS (0.131" x 3") EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0" AND FASTEN WITH (12) - 1 Od NAILS (0.131" x 3") STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) BLOCKING (BY OTHERS) a I JANUARY 28, 2015 1 LATERAL TOE -NAIL DETAIL I ST-TOENAIL_SP-, 4 �0 Fv-]Fll:l 0 00 0 00. a MiTek USA, Inc. MiTek USA, Inc. Page 1 of 1_ NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES 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. OE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) DIAM. SP DF HF SPF SPF-S C7 .131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 J in .162 108.8 99.6 86.4 84.5 73.8 ri z .128 74.2 67.9 58.9 57.6 50.3 .131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 M VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (.162" diam. x 3.5) WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (lb/nail) X 1.15 (DOL) = 291.5 lb Maximum Capacity ANGLE MAY VARY FROM 30 ° TO 60 0 45.00 0 ANGLE MAY VARY FROM 30 ° TO 60 THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (2x3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW SIDE VIEW (2x4) (2x6) 3 NAILS 4 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE 45.00 ° March 4, 2013 UPLIFT TOE -NAIL DETAIL ST-TOENAIL_UPLIFT 00 aaaa O OD 0 00 a MiTek USA, Inc. SIDE VIEW NEAR SIDE FAR SIDE MiTek USA, Inc. Page-1- of 1 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. END VIEW TOP PLATE OF W LL 1" FOR 3" NAIL 1-3/16" FOR 3.55NAILIL NEAR SIDE L VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY TOE -NAIL WITHDRAWAL VALUES PER NDS 2005 (lb/nail) DIAM. I SP DF HF SPF SPF-S 0 .131 59 46 32 30 20 p .135 60 48 33 30 20 J .162 72 58 39 37 25 m J Z .128 54 42 28 27 19 w 131 55 43 29 28 19 J J in N .148 62 48 34 31 21 Z 0 .120 51 39 27 26 17 O .128 49 38 26 25 17 J o .131 51 39 27 26 17 CO .148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. EXAMPLE: (3) - 16d NAILS (A 62" diam. x 3.5") WITH SPF SPECIES TOP PLATE For Wind DOL of 1.33: 3 (nails) X 37 (lb/nail) X 1.33 (DOL for wind) = 148 lb Maximum Allowable Uplift Reaction Due To Wind For Wind DOL of 1.60: 3 (nails) X 37 (lb/nail) X 1.60 (DOL for wind) = 177 lb Maximum Allowable Uplift Reaction Due To Wind If the uplift reaction specified on the Truss Design Drawing exceeds 147 Ibs (177 Ibs) Building Designer is responsible to specifiy a different connection. "` USE (3) TOE -NAILS ON 2x4 BEARING WALL USE (4) TOE -NAILS ON 2x6 BEARING WALL EBRUARY 5, 2016 1 . TYP 2x2 NAILER ATTACHMENT I ST-2x2 NAILING. - 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS A-1 ROOF TRUSSES 4LUCIE 349 FORTRT PIERCE, FL 34946 MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 772-409-1010 7-10, 29'-0" Mean Height, Exp. B, C or D. 2� A� SQ 2� 2A SP No. 2 (Min) o° o° o° 1.5 x 4 o° 2x2 SP No. 3 1.5 x 4 TYPICAL ALTERNATE BRACING DETAIL April 11, 2016 ST-FLAT GIR BRACE FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 (4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES (4) 12d MAX 30" (2'-6") 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 ,l��thgnY T: 10t3ihA Ili• P.E. '80083„ 4453 St� bd,-.Blvd, Foot Piettei:fL;. 34946 r_. OCTOBER 15, 2014 -STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS ST-REP01 Al AND DAMAGED OR MISSING CHORD SPLICE PLATES i 00 �aaa 0 00 0 00 a MiTek USA, Inc. 11 MI I eK USA, Inc. raqu I ul I TOTAL NUMBER Of NAILS EACH SIDE OF BREAK x INCHES MAXIMUM FORCE (Ibs) 15% LOAD DURATION SP DF SPF HF 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2x_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS (CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2x4, THREE ROWS FOR 2x6) SPACED 4" O.C. AS SHOWN.(.1 31"dia. x 3") STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12". (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: -A L=(2)X+C G BREAK • 10d NAILS NEAR SIDE +10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY MIN I 6' 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 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. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. THE END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x ORIENTATION ONLY. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. f March 4, 2013 SCAB APPLIED -OVERHANGS ST-REP13A == ® TRUSS CRITERIA: =ELI LOADING: 40-10-0-10 0 0o DURATION FACTOR: 1.15 SPACING: 24" O.C. TOP CHORD: 2x4 OR 2x6 u PITCH: 4/12 -12/12 MiTek USA, Inc. HEEL HEIGHT: STANDARD HEEL UP TO 12" ENERGY HEEL END BEARING CONDITION - NOTES: 1. ATTACH 2x_ SCAB (MINIMUM NO.2 GRADE SPF, HF, SP, DF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148"DIA. x 3") SPACED 6" O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2x NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT This detail to be used only with trusses (spans less than 40') spaced 24" o.c. maximum and having pitches between 4/12 and 12/12 and total top chord loads not exceeding 50 psf. Trusses not fitting these criteria should be examined individually. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES MiTek USA, Inc. Page 1 of 1 REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe issue or damage, and email to design@altruss.com. NOTE: It is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very helpful. Engineering sheets with the damage or issue noted are required. 1. If there are any special circumstances (sheeted, trades in, etc.) please make sure you note it on the drawing or email request. 2. We cannot provide sealed drawings for "field built" trusses. 2. See details below. BREAKS: Use aline tonote the exact.lacateon ofthebreak 4z61I 1 2. 1 , 22 21. 15z4 11 3x6.= h 2 ALTI,D.IOVED BEARING.CONCt ON, " Drawn irf now lucaiion 6f.bearinq and prcrulP dlnen�ion as needed: 3x3 TRU55 F90dIFICATION f 7ISSiNG l,RAEiiAGE1) PLATES:, ,r tc ass S ttr ,ln ic} i short,'€r znci die: Circle Plate that needs as,d2t6udaas'pOss�tiie arid,prduicta? 3x4 T' 1 U4 11 1 5x4 11 . 5x6 12 20 191 17 .. 1.5x4 11 '1',5x'4..] 1. rE 3z6. = 3x6: FP . MEMBER: SPLIM I�eh , ex0rd to+ atiopr'Of !pit, Od, pfmd ait a irixirrrat l rtgtlr:: P` 1S31NG PIECE 1fflzereare muitipl t}r$Itti fL'Stlitl[tC lEl 3X4: ��CtI CCi'rial��lri`. `.. 3 W3: :i 2: L 16: 15 14 71/21" TOO LONG 3x4 =. 3ic3. = 4x6. _;