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Home My WebLink About0002.98 Truss Plansb - Truss Truss Type Oty ph, EL_a.. C . FINK 6 1 CENTEX 2401 EL. C 8615649 Eagle Industries, INDPLS. 33T s£eb 14 1987 MTell Industries, Inc, WOd May 2611t16t091997 Page 1 -p10.6. 69.15 1 ladd ilF.&I I 760" i7� 0.10.0 6315 F6-I 6S1 6-9-15 o-l" 4x4 = 3 8.00 12 1.5x4 1.5x4 2 4 n N O) o IY 1 8 7 6 5 0 3X4 = 3x4 = 3x4 = 3x4 = 3x4 = o-11-l0 17-6.a 2uI:D o-n-la 6-r 12 &11.10 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) uden PLATES TCLL 20.0 Plates Increase 1.15 TC '0.50 Ved(LL) 0_tt 716 999 GRIP M20(20ga) 2491190 TOOL 10.0 Lumber Increase 1.15 BC 0.58 Ved(TL) 0.22 716 999 BOLL 0.0 Rep Stress Ina YES WB 0.17 HoaR) 0.04 5 Ma BCDL 10.0 Code VOC-94 Min Length f LL den = 360 Weight: 136 (Ibs) . LUMBER BRACING TAP CHORD -2 X 4 SYP No.2 TOP CHORD Sheathed of 3AQ-2 on center pur in spacing. '.CHORD 2 X 4 SYP No.2 BOT CHORD Rigid telling directly applied, or 1-8:6.3-0, 7-6:6-3-0, 6-7:6.M, 54:6.3-0 on _ 13S 2 X 4 SYP No.3 center bracing. WEBS 1 Row at rri a-3, 3-6 REACTIONS (Ibs/slie) 1=1101/03.8,5=1101/0.3-8 Max Hors 1=-202(lood case 2) Max Uplift 1=155(load case 4), 5=-155(load case 4) FORCES .TOP CHORD 1.2=.1343, 2.3=-1166, 3.4=-1166, 4.5=-1343 BOTCHORD "=110S 6-7=753, 7B=753, I.8=1106 WEBS 2-8=-310, 3-0=502, 3-6=502, 4.6=-310 NOTES 4) This truss has been designed for the wind loads generated by 7510 m.p.h. winds at 25.0 feet ab> a ground level,. using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load 100.0 miles from hurricane oceanline, on a category I enclosed buildingI, of dimensions 45,0 by 24.0 with exposure C (ASCE 7.93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as folio .. One connector. at joint(s) 1, 5. 3) This truss has been designed with ANSIrtPI 1-1995 criteria, LOAD CASE(S) Standard `,,illnit�rnrrtrxyr xQaEN Cq S T f� 0<<y 20612 = 5 STATE OF - JA yrrll„1�cI1„1, VAN` 2 9 ®wANNTNO - v.,yy a<agn pd.amee n ana AEAO NOTES ON rMS AND REVERSE SIDE BE"RE USE. ��pppp Denton vaad rot um only wah'Mgek connectors Ih4 dedgn a baud onh upr on paomeleshown, and 4 la, an hdMuo dl. butte" component to be hsbaed ood loaded vedlc6ily., Appleabrty of design pawmelea and poem hcapaolbh oe component 4letponslbaay of . buatlkg deslgnen not boas dmneBg l. cing shown I- I- la btmal support al WWNW661 web member, oMy. AddObnal lempaon, bochg to Insure Stability dmkp cominyallon k the b MA impondbaly, of tne. elector. Additional penmonenl brocNg of Ine, ovmal shuclme b the rmponsDply olthe building dedgner. For geneiol Vulcance neg.al g lcbknllon, cl sly coat..t storage; dit" y, erection and bocho, owoue osT-66 Quality Mandord, 051.89 Irechg Specalcarbn, and Hill-91 Handling liattap and Iroo" 9eeammendalbn avobbm. h le rnouu Ri, Sea ole lnstaul,D'Onoh&b on",M M, odhon, W163719, M iTek® Job : TNss Truss Type a1, Ply f EL-C CL FINK 6 t CENTEX 2401 EL. C SRt5RRa n (V 1P 6515 13- - 14&/ 2&&0 PIPa P?16 65.1 Pf1 r>&15 4x4 3 U4 = 3x4 = v D 3x4 = 3x4 = 3x4 = anan auu site+g LOADING (psfj SPACING 2r0-0 CSI DEFL (in) (lac) Udell PLATES GRIP TCLL 20.0 plates Increase 1.15 TC 0.50 Veff(LL) 0.11 7/6 999 M20(2Dga) 2491190 TCDL 10.0 Lumber Increase 1.15 BC 0.58 Vert(rL) 0.22 7/6 999 BCLL 0.0 Rep Stress Ina YES WB 0.17 Haz[TL) 0,04 5 Na BCDL 10.0 Code UBC-94 Min Length / ILL dell = 360 Weight: 136 (Ibs) LUMBER BRACING rya CHORD 2 X 4 SYR No.2 TOP CHORD Sheathed of 3AD-2 an center puffin spacing. CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling difeclly.applied, of 1-8:63-0, 7.8'6.3-0, 6-716-3-D, 5-6:63-0 on 2 X 4 SYP No.3 center bracing. WEBS 1Row at midpt 8.3.3-6 REACTIONS (Ibs/sute) 1=1101/0.3.8, 5=1048103A Max Horz 1=207(load case 3) Max Uplift 1=-155(load case 4), 5=-137(toad rase 4) FORCES TOP CHORD 1.2=.1343, 2-3=.1166, 3-0=-1166, 4.5=.1343 BOT CHORD 5-6=1106, 6-7=753, 7-8=753, 1.6=1106 WEBS 2.8=-310, 3.8=502, 3-6=502. 4fi=310 NOTES 1) This truss has been designed for the wind loads generated by.75.0 In. Ph_ winds at 25.0 feel above ground level, using 5.0 p.s.l, top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by.24.0 with 1.33. Both end verticals are exposed exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 2) SIMPSON H2.5 connectom recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1, 5, 3) This truss has. been designed with ANSVrPI 1.1995 criteria. LOAD CASE(5) Standard ,titalll till f]'ry W ..A '2r �lL ........... 206f1 �_ STATE OF ' SIONA L ENG h;A$tt2f9;" 7 ,&WAMWNO - V.,M "gn yarameten and RCAD NoPEB ONTIUS AND REVERSE &MZ BEFORE USE. .. ® Oergn veal Jof vse only wah MQek, conneclar The design b bated onty upon palamefen Mown, and b fa on NClxbuol buadbg component fo beMAK Walaaetl and baled veffbaay. Applcaberty, of 0etgn pofomwelea and paa bMPOrolbn of comnIf Ie Randbaly of building detlgnm -. not ❑un dedgnef. slacMg tha" p fall Meal tuppoff of indWNual web fnenlbe v onN• Add4bnol temporary, W=hg to Mnufe dabaay dwan, con Ffudbn Is the ietpondbaty,af IM elKlor. AAdabrial,permanenl INO-Ing of Ine oxmat dfucWie is the letpontbaly of the binding desioner: for oanefaf guidance '"Old" fobibclbn. Quolly aonli?L sfolage, denary, h cfon and teach, cbmge aa1-ea awley slandafd; oss.ea sruolad speaffleolloa..and Rlt-a1 iTek Nondlkq Mute111n0 erq/rxlrsg eeeommendolfan avaaabb eom fruu Note enlaule, 5&90'OMhb g�M Madtron WI Sa]1a Job Truss Type LROOF CITY�ICENTEX El C F TRUSS 240vE1 C Eagle IrIdUsIneS,INDPLS. S61 _,. 3...,7ce rnayswes, Inc. Wed May 28 11:16:22 T997 Page.' t—� 835 10.4 a 15- 11 4104 635 5-0.11 80.11 5-3.5 COD-1 4X4 = 3 — .,.,.. — aA0 — OXZ) = 3x5 = 811 9 Plate Offsets (X,Y): [1:0-0-0,0.1-2], (5:0-2-6,0-1-2j 2-0-0 1.15 CST DEFL (in) (lot) Uden PLATES GRIP ELOADING7Rep 1.15 7SIrns TC 0.31 BC 0.38 Ven LL 0.05 7/6 999e () M20(20ga) 194/162 YES WB 0.13 Vert(TL) 0.10 716 999 Hom(TL) 0,02 5 n/a IJBC-94 Min Length I LL dell = 350 Weight: 105 (lbs) IMBER JP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ibs/size) 1=867/0-3-8, 5=867/0-3.8 Max H07 1=163(load case 3) Max Uptifl 1=-124(load case 4), 5=-124(load case 4) FORCES TOP CHORD 1-2=-1019; 2-3=-878, 3-4=-878, 45=4019 GOT CHORD 5-6=827, 6-7=572, 7-8=572;1.8=627 WEBS 2.8=.219, 3-8=369, 3.6=369, 4.6=-219 BRACING TOP CHORD Sheathed or 4-114 on center pudin spacing. BOT CHORD Rigid telling directly applied, or 1.8:6-3-0, 7-8:6-3-0, 6-7:6-3-0, 5.6:6-3-0 on center bracing, WEBS 1RM at Indict 8.3,3-6 NOTES 1) This Truss has been designed tot the wind loads generated by 75C In oh. winds at 25.0 fee( above ground level, using 5.0 Ps.T top chard dead load and 5.0 p.sJ bottom chord dead Toad, 100.0 miles from hurricane oceanline, on a category 1 enclosed bullding, of dimensions 45.0 by.24.0 With exposure C (ASCE 7-93). Lumber Increase = 1,33. Plate Increase = 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect 0-ss to bearing walls due to uplift as `0110v.s: one connector at joint(s) 1, 5, LOAD CASE(S) Standard ®WARMNO = V.1VY desiyn'pdrumetera and READ NOTES ON THUS AND REPS M SUDL BCFORS USUS aa111111Illlryrrr J Q ap, •, '4 _ Pin 2U,i2 57ATE of NA IL EN M1;AY 2 9 ::.'-7 Deskn vorld los w only wah�Mnex ,onnecla+. Ihk deipn'Is bard only Jtaen pdrameleu drown, and 1; IV an yldMtlual buldhp component to be hflo4ed and bdded venkaey. �ApPlkabllty of de+lpn paraTeler+ and propet ln.r orlon or Qom Ponent k respomlbaay or b�Whg d"1g, -not hw+ de+p er. Iracleg elwwn k IV blefel mppod It IidNWuol web member only. Addabiwf lempaary brocho to Sisure dablay dWhg oondmclkn k the re+ppndbwy of IhIxweoler. Addabhol permanent bfaahg of the everol dfuclure k the Ie+pans6,Hly of the buadep designer. For general guidance legoldhg lobrlaofkn;-auo0y eodbot loop@, OeMry; efeclbn and. bIoc", Vx ull CSi•0a OwIXy llondotd, DSI.89 910CI p Spea Nleelkn, and HII-el Henderp Inlaaing end Iroclrq peaommendallcn Cvdldbb from 11w Pale hsIrWo, 593 D-O.*PC D.Iw. Modkon. WI51710. rea® MiTeke ijob Truss Truss Type Qty Ply ELC FGE GABLES. _ 1 1 .CEM-E%2401 EL..0 Eagle Industries; lNDPLS. - .- ... S615652 3,3T s Feb 141997 MITek lndustnes,Inc. Wetl May 26. 1176251987 Pagel a lD9 sas to-- Is+tr o-so ataa S35 Saf1 Safi r-Q 53.5 a164 4x4 = 2 8.00 12 rn v r; ziw �7 t4 5 k ni+ � `Y. 'M.• ^ 3YC.^....� `` .L ,3% ' 5 4 3 3x5 = 2x4 a 3x5 = 3x5 = I 611-9 1 13&] zao-a�_i 6-IfA 6&1{ a118 Plate Offsets (Xh: (1:0.0-0,0A.2), (3:0-2-6,0-1-2) - :LOADING (psi) TCLL 20.0 SPACING 2.0-0 Plates Increase 1.15 CSI TO 0.00 DEFL (in) (lac) Well PLATES GRIP TCDL 10.0 Lumber Increase 1.15 BC 0.00 Ven(LL) 0,00 / Ven(TL) 0.00 / •••• M20(20ga) 194/162 BCLL 0.0 BCDL 10.0 Rep Stress dncr YES Code USC-94 WB 0.00 Hora(1L) 0.00 n/a Min Length /LL dell a 360 Weight: 127 (lbs) 'ABER 'IDP CHORD 2 X 4 SYP No.2 BRACING CHORD 2 X 4 SYP No. TOP CHORD Sheathed OTHBOTERS OTHERS 2 X 4 SYP No.3 BCT CHORD Rigid ceiling directly applied, or 1-5:5-3-14, 4-5:4-11-4, 3-4:6-3-0 on center bracing. FORCES NOTES 1) Gable requires continuous bottom chord bearing. 2) Gable studs spaced at 24 Inches on center. 3) Gable studs exceeding 72 Inches length to be laterally braced at midpoint. For studs exposed to vend, see MlTek "Standard Gable End Detalr'. 4) Studs to be fastened velh 20 M20 plates. LOAD CASE(5) Standard 1rrH 111 rllryyr ry 0 0 20612 _ _ STArE or Ot 141, jj�F. �Q;' t . "rnnunev ItrAy 2 9 .--7 ®WARMRG • Verljy deNpn paremet<n —4 RLAD RoTes oN rms AND Re12Rse swe B"oRe rise. •�� ® bedon void for use only wtlh MOek conneclal ihk deygn k brew,! only .,on I r,omdlea shown, and k'lor an hdtvldval buldvq eompanenf to be Inrlelbd and loaded aedlwlly. App1k01ol4y of deslpn palamelen and;Opot hcgpwolbn of eomponenl k hmponraalAly, of buWho dmlpoe, - "I hun detionev bachtl (hewn k Iq ble,61 ruppod of kWNldaol web memben only. Addabnal lemporary bockq'fo hsulo dob4ay during construction k the AddRional oeiin, o Of Of the Overall she the 1"vansgMy of the bvedl o dotgoner. For o general 'w1c nce regarding roD kotbn. a otllY erntlo6 Y deWpry HKIn ugwk and brocho; conru4 GtT-6! CuottY standard, got tldahlq tpeaaketbry and Rll-at p A'��® Handling;kwlaaham ing end trocirq eeeommerMgbn OvO%Oble tivu Role hrl4vte, Sea D'Omlllp DIM, Madi,on, W1637I a, , v' Truss I Truss Type oty I Ply 6 41,1 1 CENTEX 2401. ELC 1- 535 ,?7 4 7I 0 4x4 3 5-35 3x5 = 3x5 = 3x5 = 3x5 = 5 3x5 = 611-9 6a-t< ' F1L9 Plate Offsets (X,Y): ------------- LOADING (psf) TCLL 20.0 SPACING 2-0-0 CSI DEFL (in) (lot) DdeB TCOL 10.0 Plates Increase 1.15 Lumber Increase 1.15 T - 0.31 BC Ved(LL) 0.05 716 999 BCLL 0.0 Rep Stress nor YES 0.3a WB 0.13 Ved(TL) 0.10 7/6 999 Hotz(R) 0.02 5 BCOL 10.0 Code UBC-94 Na Min Length! LL de8 = 360 118ER _1P CHORD 2 X 4 SYP No.2 BOT CHORD 2X4SYP N0.2 WEBS2 X 4 SYP No.3 wedy- WGG,WGR- 2*4 SYPq"-3 REACTIONS (Ibs/size) 1=B15/0.3-8, 5=867/0._3-8 Max Horz le-16801ad case 2) Max Uplift 1=-106(loaa case 4), 5=-124(load case 4) FORCES TOP CHORD 1-2=-1019, 2.3=-878, 3-4=-878, 4.5=.1019 BOT CHORD 5.6=827; 6-7=572, 7-B=572, 1;8=827 WEBS' 2-8=-219,.3.8=369, 3-6=369. 4.6=-219 WCd) C. 0 PLATES GRIP M20(20ga) 194/162 Weight: 105 (lb,) BRACING TOP CHORD Sheathed or 4.11.4 on center pudin spacing. 13CT CI4ORD Rigid telling directly applied, or 1-8:6-3.0, 7-8:6,3-0, 6.7:6-3-0, 5.6:6-3-0 on center bracing. WEBS 1 Row at midpt 83, 3.6 NOTES 1) This Inns has been designed for the wind loads generated by 75.0 m.p.h. winds at 25.0 feet above ground level;: using 5.0 p.s.L'top chord dead load and 5.0 p.s,I botfom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase 1.33. Both end verticals are exposed. = 1.33, Plate Increase = 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to up!ilt as fellows: One connector at joint(s) 1, 5. LOAD CASE($) Standard ,5115111nnurgr /;n G 20572 =_ • STATE OF - ?� '. AN. -1411111111- P1a1Y 2 9 '.7 A WAMNG - VerW 4••ipn pare-i-n and READ NOTES ON THIS AND REVERSE SIDE SEPORE. USE. Detlpn vleW bl -» only weh MRet,cenneclos: 1hh deOpn *,based only vpon potameten Mown, and a for cn hdMdvol buII eomPonenl 10 Ea InstoRed and loaded,veMcbrly. APPacobaly of cl rlgn Patarneleo and pfcl f h Paiotbn of component 4'-P0nllbNlY 01 bunClrq detlonte - ml h. deslpner Hochp thown Y fte blelol tpppod;ol Y alvIc of web members a,N. Addlbnel lempaory bochg to htwe doblMy dwIng eondluelbn 4 the lesponslbalty of l"'Veolor. Addabnol netmnnenl'.biochD or the ovetal •ltuetwe 69he 1a<pbnsU•IY of he b,wing dn4ner.. Ia1 penewl 9.w.nce repotding bblcobl4t quowy conbot, stoop•, delvety, eieclbn and boeho. aoeva 051-8e Cwley Aandotd, DSLlp trading fp•egko/bn, end NU-01 iTe k® R-rMatg 1Maaand 1x ing llrp q�esvnm•Motbn dvolotik It. hr . P I. httevte, 543 D'Oeel,b D1N•, Modlton, WI53710, Truss I Truss Type ROOF TRUSS ON Fly 4 a ,CENTEX 2401,EL..0 alas i112 ss 12 4x4 = 2 JXO = 3x5 = ii12 Silt Plate Offsets.(>.Y)-j1:0-0-D,0.1-2),j3:0-2-6,0-1.2J LOADING (pSf) TCLL 20.0 SPACING 2.0.0 CSI DEFL (in) (too) Vde9 TCDL 10.0 Plates Increase 115 Lumber Increase 1.15 TO 0.33 EC Vert(L-) 0.01 4!3 991 BCLL 0.0 Rep Stress Incr YES GA9 We 0.04 VerIQL) 0.03 4/3 999 Horz(TL) 0.00 3 BCDL 10.0 Code )BC_ We Min Length / LL tle11 = 360 ABER _-rP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP NO.2 WEBS 2 X 4 SYP No.3 REACTIONS (lbs/size) 1=47910-3-8, 3=427/0-3A Max Hcrz 1=99(load case 3) Max Uplift 1=-74(load case 4), 3=-56(load case 4) FORCES TOP CHORD 1-2=-366, 2.3=-366 BOT CHORD 3.4=297, 1.4=297 WEBS 2-4=107 T PLATES GRIP M20(20ga) 194/162 Weight: 44 (lbs) BRACING TOP CHORD Sheathed or 6-0-0 on center pudin spacing. BUT CHORD Rigid ceiling directly applied, or 14:6.3-0, 34:6-3-0 on center bracing. NOTES 1) This Imss has been designed for the Mqd loads generated by 75D m.p.h. winds at 2S.0 feet above ground level, using 5.0, PIS 1. top chord dead load and 5.0 P. s.f bottom chard dead load, 100.0 miles from hurricane ire, on a calegoi 1.33. Both end veniCEls are exposed.sed. yI enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7.93). Lumber Increase = 1, 33, Plate Increase = 2) SIMPSON H2.5 Connectors recommended to connect truss to bearing walls due to uplift as Ioilces: One conneclor at Joints) 1, 3. LOAD CASE(S) Standard xxs,llµ1111111111j ..oOEN W. K AY ®WAP-N(No V-1�%9 d-elgn s aramea.s aAd Re" NOTLR ON TI US. RC9CRSE SMS BEFORG use. �..,.® De Ign v." lof u:eonry wnh Mook,bonnectwr 7- hb detlgn It bared only upon paramatea awwn. arW 41q on brdM1Uual bupdMg component to be gdaned and niip' ved It far ,ApPlaobstly of tleslpn'porameten and gepo kwgpdalbn of oomponenl.Y letponsUilly of building denlpner • not bait derlpner. Gracing SFawn a for bterofiupport of hdNavar web member only• Addabnal fampwely tmoevV to r Q.0 d."y duffing corns uetan % the retpornrowly of ffie,oft,ctor.zAddflnor permanent'I oCing el the overall druglure a the rnPonalbary of lire building daynn. For oen,joa guldonce reaolding tabricotbn; steamy Cant, a,'lgooe, deNery, areelbn and brockp, eomua 01T•Oa.Guelly sandard,. D31•ae iraoing spedaaallw% and RI!-71 Mandan, Inrfalring and lrecbrg ReaommenGMari avobb4 rromTrue Palasfrlaufe, 563 D'Onohb Drive, I aon, WI$371e. ' !Tpk Job Truss Truss Type, EL C HLGE GABLES. N alm Ss12 ar Pry 1 f CENTEX 2401'ELC 3.31F s Feb 14�1997 MRek In } 1an-e Prs12 4A 2 I 0 I., - 2x4 N 3x5 = plate Offsets KY): 11;0-0-0,0.1-21, 13:0.2-6,0.1.21. LOADING (psi) SPACING 2-0-0 TOLL 20.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1,15 BCLL 0.0 RepStress lncr YES BC10.0 Code USC-94 - P CHORD 2 X 4 SYP N1,2 BOT CHORD 2 X 4SYP No,2 OTHERS 2 X 4 SYP N0.3 FORCES 5-612 bs12 CSI OEFL (in) (lac) Well PLATES GRIP TO 0.00 Ved(LL) 0.00 1 •••• M20(20ga) 194M62 t(TL) BC 0.00 Ver0.00 1 •••• WS 0.00 Hort(TL) 0.00 Na Min Length l LL dell =360 Weight: 56(Ibs) BRACING TOPCHORO Sheathed BOT CHORD Rigid ceiling directly applied, or 1.46-3-0, 3-4:6.3.0 on center bracing, NOTES 1) Gable requires continuous bottom chord bearing, ' 2) Gable studs spaced at 24 inches on center. 3) Gable studs exceeding 72.inches length to be laterally braced at midpoint. For studs exposed to wind, see MTek "Standard Gable End Delair. 4) Sluds to be fastened Yvnh 2x4 M20plates. LOAD CASE(S) Standard Z CO 2G512 STATE OF 'rnt nlu,sNs K. AY 2 9 : 7 ®WARMNO..{'.rVy d.itpn'pnramelen and BEAD. NOTES ON T S AND PZMLRe swe BLPOFlL'. us, 0e 10n valid for ate only wain Mffek conneclort Ink deOgn Y bosetl only upon pofameten drown, aM Y la on htl Ndaal bulahg eomponenl to W Insfot4d and baded,vellk:aWy, ApppcobWry of de0an pdeameleir and Roper hcdporgllon of eomponenl Y rerponPDlPly of bufol desfone, •not nau destine arocha drown h la Waal wppon of hdNlduol web member only. Adaabr,l I.mparary back, , htWe stabMy dmhD construction h the iatponrlbNly of ma efectef. Adtlabnal permanent `. bracing of IM ovefof1lrucla10 h the IerPanlCdha sly of Ina bulld"19ner. For geMrof padanee eaorCing labrkolkvr, gvow y cannot: Ptobgl, Ce Nary, ereelbu and bracing, eonaa QST44 Ouelay Handod, D111.69 raelna EpKMalbn, and NI/•PI NCMIIns Ndaalrr9 and 111-1 ra lf.eainnr.ndalldn avaadbb nom has Pate haaule. sot n n...:eu. n.W ..��,.__ .,......:� MAN Truss Truss Type .IRC ROOFTRUSS 7.7.Ill vI a 4x,. 11 GAY 11 'M = 3x5 = 2x4 11 4x4 = C 03-6 7-7-13 7b11 Plate Offsets (X,Y): (6t0-b6,0.0.10) LOADING (psf) SPACING 2.0-0 CSI TCLL 20.0 Plates Increase 1:15 TC 0.79 TCDL 10.0 Lumber Increase 1.15 BC 0.56 BOLL OG Rep Stress Iner YES W0 0,35 SCOL 10.0 Code UBC-94 .BER ]r1P CHORD 2 X 4 SYP No.2 SOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3'Excepl- 3-9 2X 4 SYP No.2 SLIDER Left 2 X 4 No.3 SYP 4.5-7 REACTIONS (lbsfsize) 1=123010d-8, 6=1283tD.3-8 Max Horz 1=-244()oad case 2) Max UPliR 1=-161(load case 4), 6=.179(bad case 4) FORCES TOP CHORD 1-2=-1579, 2-3=-1070, 3.4=.1070, 4-5=-1070, 5-6=-1599 BOT CHORD 6-7=1309, 7.8=1309, 8.9=1309, 9 10=1276, 1-10=1276 WEBS 2.10=152, 2-9=-072, 3.9=724, 5-9=-513, 54=155 7r611 7,11.5 S6156561 DEFL ert(LL) 0((1V 10 817 den PLATES GRIP V999 M 0(20ga) 19411162 Vert(TL) 0,20 Off 999 Hoq(TL) 0.06 6 nya Min Length /LL den =360 Weight: 178(ibs) BRACING TOP CHORD Sheathed or 3.1-0 on center pudin spacing. BOTCHORO Rigid ceiling directly applied, or 1.10:6.3-0, 9-10:6.3-0. 8-9.63-0, 7-8:6-3-0, 6.7:6-30 oncenter bradng. WEBS 1_Raw at midpt 2.9.9-3. 9.5 NOTES 1) This truss has been designed for the wind bads generated by 75,0 m.p.h, winds at 25.0 feel all ground avel, using 5D p.s.l. top chord dead load and 5.0 p:sA bottom chord dead load,.100.0 miles from hurricane oceantine, on a category I emelosed building, of dimensions'45,0 by 24.0 with C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase - 1,33. Both end verticals are exposed, 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1, 6. ,,xx�O�S�N LV.l1 Cq�'• LOAD CASE(S) Standard SS ,.Qc G1. S TF9F,1(<1 No O 20612 _ .c 5"TE OF f,'AY 9 -7 q WARNTNO =V-W9 Aee/pn parameter anQ PXAD NOTES .ON rRTS AND REVERSE SIDE BEYOR6 USE. noes Deslgn va4f b1 uu only wah M9ek "aonneclal Ink design k baud only upon polemeled drown, and h 1w an hdNlaul bvlklkq component ro be IRS ""rued antl footled vertkoly. App7Pabely of dedom Morn.leli and pope) hcdpwalbil of ,rnpawnl k Imppmlbllty of bVlldha designer - rut burs de%19ne1. 3locing shown k for lcferal mpp7rt of hdNlduoi web member only. Acid1lonal lempwury blaakp to hswe debsay Cuhig condrvcibn kite relPOodbAry olll,k-ars<Iw. AddHbnol permanent pochg of Itu ovaol snuclwa k Ihs retponsbMy'o1In* bugyq deslgner;Fo1 penerol gvNan<e legordhg bblkarbn, quality eanho� kloage. delve n,' elecilon and booing, acm un O11T-611 Qtkimy dan0ord, D51-09 Iraolrq_ Speogkatlon. and NR-al ^ � Hendlhy Indolarry,aixl lrrielna 9seommwWolbn avoiable from Ilun Nele kellluts 6e3 D'On06le Orhv , yddkerx W163719. - M'TC Truss IRC1 Truss Type ROOFTRUSS al C $615657 z-4-o a�-5 zi-n+f 2ao-o 7.a11 2 1 p 7-au 7m-s o-loa 4x4'= 4 U 9 g 7 2x4 11 U5 = 3x8 = 3x5 = 2x4 11 44 = I-2- 0 67.5 13-" ztntl 29no 2-40 $7.6 7411 7.6.11 7.11-5 Plate Offsets (X,Y): LOADING (psj SPACING 2-0 0 TCLL 20G Plates Increase 1,15 TOOL 10.0 Lumber Increase I 1.15 BCLL' 0.0 Rep Stress Incr YES BCDL 10.0 Code UBG94 4BER iUP CHORD 2 X 4 SYP No t BOT CHORD 2 X 4 SYP No.2 WEBS 2 Xd SYP No 'Except* 104 2 X 4 SYP NO,2 CSI DEFL tin) poc) Udell PLATES GRIP TC 0.75 Ved(LL) 0.09 910 999 M20(209a) 1941162 BC 0,54 Verl Die 9/8 999 WB 0.36 HOrz(TL) 0.04 Min Length / LL deb =36D Weight: 176 (Ibs) REACTIONS (Ibs/size) 1=1148/0-3-8, 7=1201/0-3-8 Max Hoe 1--329(load case 2) Max Uplifl 1=150(load case 4), 7=-166(load case 4) FORCES TOP CHORD 1.2--1094, 2.3=.1117, 3A=-927, 4.5=-927, 5-6--927, 6.7=-1457 BOT CHORD 7d=1193, 8-9=1193, 9.10=1193, 10.11=929, 1.11=-0 WEBS 2-11=980, 3-11a-179, 3.10=-193, 4.10=565, 6-10=-516, 6-8=155 BRACING TOP CHORD Sheathed or 3.3-2 on center puffin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied, or 1.11E-3-0, 10-11:6-3-0, 9-t 06-3-0, 8.9:6-3-0, 7a:6-3-0 on center bracing. WEBS 1 Ron at midpl 3.10, 10-4, 10.6 NOTES 1) This truss has been designed for the v4nd loads generated by 75.0 Min To vnndS at 25.0 feel above ground level, using 5.0 p,s.f. top chord dead load and 5.0 p.s.l bottom chord dead load 100.0 notes from hurricane oceanfine, on a category I enclosed building. of dimensions 45,0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase= 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to conned truss to bearing hells due to uplift as follows: One connector at joint(s) 1, 7. t T1 r Ir LOAD CASE`vvS) standard �`6s EN (9 5 :'cG(SiE9 F9% 20612 7 ��_^ STATE, OF KA AWARNINO - V-,Vv 4e1forn Pommel." and READ NarLB ON TMS AND REVLRSE &WE BEPORE USE. ear. Deign vakd b, vw only wph Mgek aonneclot, Thk de+lgn k bo+ed only upon pNomelen Yawn, and If IN an IndhMual bvltling component le W bilaked and food d.vedbaky. APplkobM N deYgn paramelen and pope, Fegpwaibn of component Y,mpondb,v bl DWItlNg des4ner not ,u: de+ignet prolong drown Y Iq gleral+uppod o1 Y1dMdua web membm+only, Addabrrol IemporaN goekq 10 Y1LLae do *1 durerg condructbn k the lfn onW y of the are<iq Addplonal permonenl,brachg a Inc ovgot diaetge Y IM ,e+pan+DMy o1 the buWYrg dbath, d. for genewl liongulI tee ,agotgng tabrbalbn}Ouaoy cpnGotifaoge, deNery. predIm lNo a" b,oclng, 000lue OST-pp Oualay Dondard. 011-69 etoetnglpeeafeafbn, and MIS -el M iTe k® "'"'mil 1W ,non-9and pelrq r ll-o `un a on avoWbb Iran Tow Plate h+Mvle 593 D'O,wlrb D,Ne. MN:M, w16371 g. Job. _ _. Truss Truss Type Q, - ply EL C IROGE GABLE SN 1 '.1 age n us nes, CENTEX 2401 EL C - SS1S658 c p I e n us nes, nc, u ay age 9 I 7.10-0 I 7-10-0 154.8 TL-B 23-1J 31-0-6 _ 7$-11 7-11-5 0.10-8 4x4 = 2 8.00 (-f2 3x4 3 0 4to �I - o 46 u 2x4 it 3x4 = 4 0 3x4 = 7.10-0 154-8 23-1-3 3147.8 311M 7-1D-0 7fi-8 TAit —�+— FP1ate0ftets(Y,Yy1.5 (4:41.6,0.1-2JG (psf) 20,0 SPACING 2-0-0 PW(es Increase 1.15 - CSI TC DEFL (in) (loc) VdePIATEs CftIP TOOL 10.0 ^^LL Lumber Increase . 1.15 0.00 BC 0.00 Vert(LL) 0.00 / ^^ Vert[%) 0.00 / .«. M20 2 (0ga) 1941162 0.0 A. 10.0 Rep Stress Incr YES WB 0,00 Horz(Tl) 0,00 Na Code UBC-94 Min Length/LLdefI=360 Weight 243 (Ibs) LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed OTHERS OTHERS 2 % 4 SYP No.3 BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. SLIDER Left 2 X 4 No.2 SYP 1.3-3 FORCES NOTES 1) Gable requires continuous bottom chord bearing. 2) Gable studs spaced at 24 inches on center. 3) Gable studs exceeding 72 Inches length to be laterally, braced at 4) Studs to be fastened with 2x4 M20 plates. nsdpoint For studs exposed to wind, see M1Tek "Standard Gable. End Delail'. - LOAD CASE(S) Standard _ ,,,tf 111 nlrrff/ e •�� N.N. C/4yy'•. = 20512 = - ; A STATE OF L'.f"AY 2 9 AWARNINO 0e 10. VOW ' hatllM and, V ,ft I" and READ NOTES ON THIS AND REVERSE &W, BEFORE USE. V neclort ihk Eeapn k bored only upon pOramelen Nown. and blor On o4Nk!v0I bvrdkq component to be MAU My Or deslpn pOramelen and pope, IncorPOI-non of component k relponilDlaY or bvWNO tlelbner -not bm1 pod Of MNldv01 wab'membal only• AOCAbhol Iem POOq blOchp 10 Irsule dabiry dmhO <onNuellon k @e .elmanenl MOchp of IN, 0v111111velvre k the Ietpombiny of lbe bNbhp dn�jner. fm aenelol puldance Mix rape, cl-"'y; ereclbn and brocYrp, caaua O11-H QW111, AOndofd, 011-89 Ira<Irlp fpKkfoalbn, Ond HI/.OI oodallonovabbb Iran irva RO1e hltaule. Sag D'O"VIO DINO, MOII a WI SS710 M1Tek® Job - Truss Truss Type EL_C LMONO PITCH 2x4 it LOADING (pq -20.0 SPACING 2-M TCLL Plates Increase 1.15 TCDL. 10.0 Lumber Increase I 1.15 BCLL 0.0 Rep Stress ]nor YES BCOL 10.0 Code UBC-94 LUMBER o CHORD 2 X 4 SYP.No.2 T CHORD 2 X 4 SYP N1.2 WEBS 2 X 4 SYP No.3 REACTIONS (lbslsize) 1=148/0-1-8,3=201/0-3-8 Max Hoe 1=.146(load case 2) Max Uplift 1=-53(load case 2), 3=.37(load case 4) FORCES TOP CHORD 1-2=-111, 2-3=0 .BOT CHORD 1-3=0 4 11_ I CENTEX 2401'EL C 13T s Feb 14 1997 MITek In x-p p 410.8 x'O0 o-foa a aoo :TCO014] 7Hom(%) (in) 0l )' gilen PLATES GRIP .) 0.00 113 999 M20(20ga) 1941162 6) 0.01 113 999 00O.OD 3 Na ngth/LL deft =360 Weight: 17(Ins) BRACING TOP CHORD Sheathed or 6-0-0 on center pudin spacing, except end verticals. BOT CHORD Rigid telling directly applied. or 1.3:6-3-0 on center bracing. NOTES 1) This truss has been designed for the wind loads generated by 75.0 m.p.h. winds at 25.0 feel above ground level,. using 5.0, p.s.I. lop chord dead load and 5,0 p.s,f bottom chord dead load, 100.0 miles from hurricane oceanline, on a Category I enclosed building, of dimensions 45.0 by 24.0 with e 1.33Both end venicels are exposed.xposure C (ASCE 7-93). Lumber Increase = 1,33, Plate Increase = . . - 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as foVows: One conneclor at'joint(s) 1, 3. LOAD CASE(S) Standard 311f 111111 rl rryx Q,.\�jl W. C rrx x 20612 5i I; r�rl�f�813`_.7 9 A WARMNO - VerW Nefyn pamrtcna and READNOTESON TWS AND REI'ERSE SWV SEFORE OSE. ®v ® Deslon volo so, use 'cnlyw0h'MRek'.eonnec1ols. ihb design Isbofed only upon parom eten Jawn, orw Y for on btlNNual ouwhd component Io be ino.sed and boded vedleoOY, Appledbvly of deJpn paromefen and pope, MOl pQlbn of componenlIs fefpomibsny of.. b,nsong desgne(- nolimff dmgnel, alOclnD Mown 0 ip glawl 166p64 01 FidNgval web member only, AOd0brwl Iemppalgb=ing to Inw,e dab80y durhg condmclien.0 the ,mponJbury of.th, .Iea1.; AddObnol pelmonent brocho of IM ovesal tbuduw Is the refpcnflaaly of the buMing d-11-.1. For aenelol ougonce reooldho sobrbaflpn;,duoNY„eonllel, daooe; dslvery, neollon ono bodno, corrfu0 C31.841 QW11Y llandold,. 031-09'I,octrp if a Roller, and RM 41 NondOrp Inowp of lraalrq Becoinmendotbn ovabbb nom In" Rote hflaule M D'Onohb OiM Madhon WI03)Ie. MiTek® Job Truss Truss Type �11 EL C LGE MONO GBL S.. JOENTEX401 EL. C Fanle Indndliee WrID, c S6156601 N 4' 0 41" 2X4 II 2x4 11 2x4 I1 2x4 = aao LOADING (pst) SPACING 2.0-0 CSI TCLL 20.0 Plates Increase 1.15 TC 0,00 TCOL 10,0 Lumber Increase 1,15 BC 0.00 BCLL 0.0 Rep Stress Incr YES NB 0.00 BCDL 10.0 Code VBC-94 (Matrix) LUMBER '0 CHORD 2 X 4 SYR No.2 I CHORD 2 X 4 SYP No:2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 FORCES DEFL (in) (loc) 6de4 Ved(LL) 0,00 / ^^ Ve4(R) 0.00 / •••• Hocz TL) 0,00 n/a Min Length / LL dell = 360 0 PLATES GRIP M20(20ga) 1941162 Weight: 16 Ill BRACING TOP CHORD Sheathed DOT CHORD Rigid ceiling directly applied, or 1.5:6-3-0, 4.5:6-3-0 on center bracing, NOTES 1) Gable requires continuous bottom chord bearing, 2) Gable studs spaced at 24 inches on center. 3) Gable studs exceeding 72 Inches length to be laterally braced at midpoint, For studs exposed to Wind, see MfTek "Standard Gable End Detair'. 4) Studs to be fastened with 2x4 M20 plates. LOAD CASE(S) Standard „`I,IIII III11t/le �.�`Q�Etd tV. Cg6,'eee • �V r;c Fp''. 20612 ST,4TEE OF A WAILVINO • V,,Vi, dee/Bn poramelen and READ NOTES ON TMS AND REVERSE SIDE BEVOBE USE. „ . Oedpn vow for v only with MRek eonneelar. ihk design k bored only upon patomete,r shown anal h Ies on hdMduot buSdkW componenl to be hneafrdn ad boded venboky. APPbobAMy el deddn paromHen and poper ha opaptbn of componenl k ne,Pondbeay of bvlldlna des'Qaar -not trw, d"lonen, e,opha,nava k for bte,61 tvppod`of noNlduel web m-Mli onty. Addabrol tempaory bockq 10 hsme dob6ly dv,ho condfvotbn k IM laaPondb&ly of Me eFeOfoc. Addfblwl Pe,monenl. Mocha of Vae ova"' ,lmelule k the fexp slit y of Oro bvadi destine,,.. tor. aenlmr pukfonce regarding O bbrkgtbn, yvoey oanlla( slaope, de"W, e,ectk,n end poelnq, eon,va CST." Gvelay Standard, 051-Ie S,acrw Sip cirea oa, arad MIS -el iTe k® NendMp tar lllrrR ono Itocinai arobmmendolten ovabbb fora iivb Note flout. - Sea O.Onofb ona, Modkoa. Wl 5371e. EL C Truss I Truss Type Ply TRUSS 14 - I 1 I CENTEX 2401 EL C S615661 d-2-14 spit 7.67� 31 LR14 aOfi b613 346 W H 4 JXD = - — 3x5 = 3-0O I Galt 6315 7-6.7. &7-14 ll-112 3-0-6 1.0.11 1-9-4 1-09. 1-1-6 2.7.14 LOADING (psn TCLL 20.0 SPACING Plales Increase 20-0 1.15 CS) DEFL (in) (loc) Udell PLATES GRIP TCDL 10.0 Lumber Increase 1.15 TC 0,45 EC 0,64 VeA LL) 0.03 615 999 M20(20ga) 1941162 BOLL 0.0 Rep Slfess (nor NO WB 0.59 Vert(TL) 0.06 615 999 HOrz(TL) 0.02 5 Ne BCOL 10.0 Code UBC-94 (N,a1r&) Min Length / ILL den = 360 Weight: 71 (Ibs) LUMBER -)P CHORD 2 X 4 SYP No BRACING ,2 J7 CHORD 2 X 4 SYP Not^ TOP CHORD Sheathed or 4 3.9 en center pudin spacing, "WEBS 2 X BSVP No.3 except end verticals. BOT CHORD Rigid callingdirectly applied, or 1-10:6-3.0, 8-9:6-3-0, 6.7:6-3-0, 9-70:63-0, 7-8:6-3.0, 5.6:6-3-0on center bracing, REACTIONS (lbs/si2e) 1=864/0-4-15, 5=977/0-3-8 Max Hoiz 1=341(bad case 3) Max UPlift 1=-146(load case 2), 5=-251 (load case 3) FORCES TOP CHORD 1-2=1399, 2-3--869, 3-4=-9, 4.5=.66 SOT CHORD 5.6=788, 6-7=788, 7 8=1255, 8-9=1255,.9-10=1255, 1-10=1255 WEBS 2-9=295, 2.7=-535, 3-7=912, 3.5=-/108 NOTES 1) This truss has been designed for the wind loads generated by 75.0 m.Ph. vends at 25.0 feet above ground level, using 5;O p.s 1. lop chord dead load and 5.0 p.s.f boltom chord dead load, 100.0 miles from huldcane oceanline, on a category I, enclosed building, of dimensions 45.0 24.0 with exposure C ASCE 7- 1.33. Both end verticals are exposed by P ( 93). Lumber Increase = 1.33, Plate Increase = 2.) Except as shoran below, special connections) required to'support concentrated load(s). Design of connection(s) Is delegated to the building designer. 3) SIMPSON H2.5 connectors recommended to connect Imss to beading walls due to uplift as follows; One connector at foint(s) 1, 5, LOAD CASE(5) 1)Lumber Increase=1.15, Plate 4ncrease=1.15 ` 1�N 6V,7jr rb Uniform Loads (Ibs per ft) Vert:1-2=-60, 0, 2-3=-60.0, 3-4=.60.0, 5.6=-20.0, 6.7=.20.0, 7-8=.20.0, 6.9=-20.0, 9-10=-20.0,. 1'40=-200 Concentrated Loads (Ibs). Vert'1=-74.4 6=-458.7, 6=-296.7, 71)=-136.7 5� �(n1 j•i ��'• '0 R THE TRUSS FABRICATO THE BUILDER AND/OR THE BUILDING DESIGNER ARE SOLELY RESPONSIBLE FOR TIC 2C'6 1 REVIEW AND APPROVAL; OF ALL PERTINENT DATA REFLECTED ON THIS DRAWING, SUCH AS, BUT NOT;LIMITM TO; PITCH, &WENSIONS, LOADS, ETC. BEFORE FABRICATION TO INSURE ACCURACY AND FUEL COMPLIANCE :'a .� S L ATE OF 7 WITH EXISTINO APPLICABLE BUILDING CODE REQUIREMENTS. A A WARMNO • Verj/y deefpn parumelara and NERD NOTES ONTMS AND NE VERSE SIDE HEPORE ii OeslQo vaed fol u only in MOek oanneelorr. ink deft. If bau only span pargmeled drown, and a for an hiJMdudl cure" conm,nenl to De , hdo6ed anBboded vetllcaM- ApplbdDl6y of dedpn Parametersand Proper hccoperation or component N respontlbeny ol, bulldha dabner • not bun dmigtia, S ochQ shown 6 lof blest Wppod of hdNiduai web mamba. only. ACCMblrol temporary brae" 10 1eobkMy defha condmctl m 6 IDe hhPondbaay of I" Grector, Addebbgt permanent WxM of the ovel0e tlfaolure is the rmponli ar me bulldho d.10.11 far V..'01 auldtm 0 ISIVAR regard" lotirkalbn, quoery conl�of, slaaae, d "ry, ereclion and b,=hgi, ccnsue 01T-66 Quality Nandard, DSI.69 4ockfv ipeoMeallun, artd NO.91 iTeie'® NG"14V hsldlena and Ifdc eInst 1l "hvecCdwlonovobb% from bvn Role hd6ule, 58a D'OnaLb OrMe, kbd6an, W15))19.M. Job Truss Truss Type a, Ply EL_C O' ROOF TRUSS 12 1 CENTEX 2401-EL. D Eagle Industries INnPi s _ 7S6,5662 YI 0 FAI" 600 aloe sog 1.5x4 n 2 2x4 = 1.5x4 if A0-0 LOADING (psq TCLL 20.0 SPACING 2-0-0 Plates Increase 1.15 CSI DEFL (in) (loc) Vden PLATES GRIP TCDL 10.0 Lumber Increase 1.15 TC 0.66 BC 0.27 VeV..(LL) 0.09 V3 999 VemQL) 0.19 " 499 M20(209a) 2491190 BCLL GO Rep Stressincr YES WB 0.00 Hoa(TL) 0.00 3 Na BCOL 10.0 Code UBC•94 Min Length / LL den = 360 Weight: 37 (Ibs) LUMBER BRACING ' CHORD 2 X 4 SYP No.2 CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center pudin spacing. -wEBS 2 X 4 SYP No.3 except end. verticals. - BOT CHORD Rigid calling directly applied, or 1-3:6 3-0 on center Orating. REACTIONS (lbslsize) 1=361/0-3-6.3=306/0.3-6 Max Hoe 1=340(Ioad case 3) Max UPlin 1=-11(toad case 2), 3=-151(load case 3) FORCES TOP CHORD 1.2=0, 2-3=.231 BOT.CHORD 1-3=0 NOTES 1) This truss has been designed for the wind loads generated by:75.0 m.p.h, winds at 25.0 feel aboveground level,. using 5.0 p.s,f. lop chord dead load and 5D p s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building: of dimensions 45.0 by 24.0 with exposure C (ASCE 7.93). Lumber Increase= 1.33, Plate Increase = 1,33. Both end venicals are exposed 2) SIMPSON H2.5 connectors recommended to connect truss to bearing watls due to upon as foll0,vs: One connector at joint(s) 1, 3. 3) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(5) Standard A 1f'A7W7NG - V rj7)Y. dee/gr. parumeten and READ NOTES ON THIS AND REVERSE SIDE BEFORE VSE. Dnlgn vasd for Vie'only with Mlfex eonneetoa Tm, design Is boiea only upon'' parameter, Clown; oral b for. an Mdh4dual buodkp eomponenl to be WASUI - Intfolkid and Ia0tled:1.11le illy. ApPRcablllly of detlgn iearomelen and poGer muxr oflan of c.n enl b rmporrtronny of buiahq designer - ri of I,."deilpnel Brochg Chown b for bloral mppaC of htlhpuol web'membmt onN. AddaWnW lempwary bwetq to Mule eablfty our" aonCiuetio Isthe • I®Panubnty of Ire eiectp. Addtlbnol.pelmpnentbrochg of the evml. ibuafafe b 1fN rMpanilb/ay of the. bvWing, detlgnet. For general gNdance ISM regerdlag IIQu011Y Comic@ tlpoge, de"ry, erection and IcornO CST•Ia O.INY 810nd0ie,DSI•119 Bracingfl fta6en, end RII•et iTek® konWlnp hila Rtnq and Ifoekq Reaamn wWal ai avafgbb Irom frog pbaba le hdaute. D'O.",d DiNe, Modkm W"37,1 e. Job Truss Truss Type PlyEL_C P P ROOF TRUSS A 11 CEMEX 2401 EL C CF15enn v v of" 6-" 2x4 )1 1 3 2x4 = 2x4 11 _ soa LOADING (psf) TCL L 20.0 SPACING 2-0-0 Plates Increase 115 CSI TC DEFL (in) (lot) Udell PLATES GRIP TCDL 1b.0 Lumber Increase 1*15 0.35 BC 0.15 Ven(LL) 0.03 113 999 Vert(TL) 0,06 999 M20(20ga) 1941162 BCLL O.D Rep Stress lncr YES WB. 0.00 113 Horz(TL) 0.00 3 Na BCDL 10.0 Code USC-94 Min Lengths LL dell = 360 Weight: 27 (tbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 �T CHORD 2 X 4 SYP No. TOP CHORD Sheathed or "-0 on center purlin spacing, EBS 2 X 4 SVP No.3 except end verticals. BOT CHORD Rigid ceiling directly applied, or 1-3:6-3-0 on center bracing. REACTIONS (Ibs/siae) 1=281/0-3.8.3=22810.3-8 Max Horz 1=258(load case 3) Max Uplill 1=-7(load case 2), 3=-113(load case 3) FORCES TOP CHORD 1-24, 2-3=-171 BOTCHORD 1.3=0 NOTES 1) This truss has been designed for the wind loads generated by 75.0 m.p.h, winds at 25.0 feet above ground level, using 5.0 p. s,(. top chord dead load and 5.0 p.s.l bottom chard dead load, 100.0 miles from hurricane oceantine, on a category I enclbsed building, o1 dimensions 45.0 by 24.0 with exposure C (ASCE 7.93). Lumber Increase = 1:33„Plate Increase = 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommendedto connect truss to bearing waltz due to uplift as follows: One connector at pint(s) 1, 3. LOAD CASE(S) Standard N W. 11111 hr/yr, 20512 �WAFMND •Verify d<efyn Para lere and FEAR NOTES ON TIUSAND REVERSE SIDE SEMPZ USE. ww® Deslon olkl br bre only wnh Welt connectwf.,Thh deogn Is Dosed erty Upon pammeleO.4wwn, Ord k for an Indlvicual bu1W1, componenl to be bslalled end boded yemlcaay. Appllcoblay of desl,n parameleO and propel hcerpoollpn of componenl k refpohtlbllay of buad" de\Ipner -not 11u11 desl,n r ewclna shown b for bl mat wppod of FdNWuot web membenronry. Adoaboel Ismpwoy bath, le hmle dobWy dus" cdndlutlbn k the lmpendblllly of the elecla. AEdnlolrol. peimonenl broth, of the .,Val sbucfure k the rxpombiny ol'the bulWkV ded,nm. For ,enelal,ulda nce 1e,oidh, lob'lcollon, q—My eonhol. 110,000. de Avery, <Ilalbn one brdc", edmull 01i Oumey pbntldrtl, DST-89 lrocino spelf1ecnk^ and HIl-9 p /0 iT^ k® Now"W Irulof" One lioclrp 9icanmendaflohavallobb from huu Role Mtnufe, 59a D'OMrlo or", MOdYOn; WI6a710. M !_ 'Jab TNss Truss Type oy Py EL_C O ROOF TRUSS 8 1 CEN7TEX 240YEL.0 5615664 EaPle Intluslries, INDPLS' 3.3T s Feb 14 1997 Mlek Industries, Inc. Wed May 28 11117;11 1997 page 1 -0169 449 0.1ba 4-" 2X4 n 2X4 = 2X4' I1 aao LOADING (psf) TCLL 20.0 SPACING 2-M Plates Increase 1.15 CSI DEFL (in) (loc) I PLATES GRIP TCDL 10.0 Lumberincrearm 1,15 TC 0.14 BC 0,06 Ven(LL) 0.00 1/3 999 ven(M) OD1 ir3 M20(20ga) 194/162 BCUL 0.0 BCDL 10.0 Rep Stress lncr YES WE 0.00 999 Hom(TL) 0.00 3 n/a Code UBC-94 Min Length / LL dell = 360 Weight: 20 (Ibs) LUMBER ICHORD 2 X 4 SYP N1:2 BRACING r CHORD 2 X 4 SYP No TOP CHORD Sheathed of 6-0A on center puninspacing, .2 -.vEBS 2 X 4 SYP No.3 except end verticals.. BOT CHORD Rigid ceiling directly applied, or 1-3',63-0 on center bracing. REACTIONS (ibs/size) 1=201/0-3-8, 3=148/0-33 Max Horz 1=177(load case 3) Max Uptirt 1=.5(load case 2), 3=-76(load case 3) FORCES TOP CHORD 1-2=0, 23=-111 BOTCHORD 1-3=0 NOTES 1) This INsa has been designed for the wind loads generated by 75.0 m.p.h. winds at 25.0 feet above ground level, using 5.0 P.SJ, top chord dead load and 5.0 ps.l bottom chord dead load, 100.0 miles from hurricane oceantine, on a calegoryI enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase= 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect buss to bearing walls due to uplift as follows: One connector at joint(s) 1, 3. LOAD CASE(S) Standard AWARN7NG-Ver(Jy. de,eepn pazxamefere and READ NOTES ON TWS AND REVERSE SIDS BEFORE USE. D119n voM for u[e Ill Meek connecter. 11, d,1gn k bose0 only upon Po,amalenMown; end It for an Inchiduol b,,wha cdmponenf to be htlaPed and local vewbaPy. Appleobsty of dedpn pelameled and pope, noama atlon of coa po nl It le[pon[WlMy of oolklina deslanel •net bm[ dnbner. 6loeha Mown , for blelat jn, od of-hdNbual web mainben onN-Addapnol Ismpoiary bocYp to knule dao4by tlwyp eondivdbnl the Ie[ponflbYny e11M'.erecta. AtltlXbi�ol pelmananl', blddrp Of firm Owtml Ouclum a the legwn[b Y of film buldina dnbnec Pat 0eneml Ouldenu leaoldyp fabrication, quomy cordat ltotoae, de"fY, eleClbn and Macke. cant, ST•68 OuaiXY Mont id; D31.59 $raebq Speelacetbn' end. Nf1.01 Nendlinp Imoul and amoing 1.0,nmllrmaliondvallobie Item Ttua Pgle h lvi0q. 60 D•OnoM1b Drift, Modeon. WI $3719. tee® MiTek® Job - Truss Truss Type Cty pt/ EL C R ROOF TRUSS 8 I EagleIndustries. INDPLs / CENTEX 2401 EL C S616665 Im 0.1" 2dO 2x4 = 2x4 II z-oo 'LOADING (psf) TCLL 20.0 SPACING 2-0-0 plates Increase 1.15 C5t DEFL (in) (loc) Well PLATES GRIP TCOL 10.0 Lumber Increase1.15 TO 0.03 BC 0,01 Ven(LL) 0.00 V3 999 Ven(TL) OOD 113 999 M20(20ga) 1941162 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 Na BCDL 10.0 Code UBC-94 Min Length / LL deft = 360 Weight 11 (lbs) LUMBER 'OP CHORD 2 X 4 SYP No.2 BRACING R CHORD 2 X 4 SYP No 2 TOP CHORD Sheathed or 6-0-0 on center puffin spacing, ...•EBS 2 X 4 SYP No.3 except end verticals. BOT CHORD Rigid ceiling direly applied, or 1-3:6-3-0 on center bracing. REACTIONS (Ibslslxe) 1=121/0-34,3=68/0.3-8 Max Horz 1=96(load case 3) Max Up1d 1=4(load case 2), 3=-38(load case 3) FORCES TOP CHORD 1-2=0, 2-3=-51 BOT CHORD 1-3.0 NOTES 1) This truss has been designed for the wind loads generated by75.0 m.p.h. vends at 25.0 feel above ground level, using 5.0 p.s.l:'top chord dead load and 5.0 IFSJ bottom chord dead load, 1DD.D miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 240 wth exposure C.(ASCE 7-93). Lumber Increase = 1, 33, Plale Increaser 1.33. Both end verticals are exposed 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1, 3. LOAD CASE(S) Standard a,kHw unrrrrr 20612 _ ' ' STATE OF V ,sII''M , A Diy4 L to .�`��` rl rtlttlkktt`, Y 2 9 :--:7 ®WARMNO- Wr{fy'deelpn parameters and READ NOTES ON TIUS AND REVERSE SWE EEPORE USE. eve® Dean varld bt . onty wlh Mff.k Cannata.. Ink dedpn k hated ony upon,poramelerl iwwn. Cad k ru an hdnIcual hula,, componenl to be BAIR Imloaed and ioaded verrlcaly. APpycabaly of sedan poramelers and proper Iri="olbn of component IT responsaxllly of Puad„ defgner • no1 burl desbnm aioakna mown IS for blerol support of hd ,iduol web rnem Den onM•.Additional Ismpetdilr, brachg to lnwre daboth, dump condrvhtbnIS the ,.nonaceIV of the erector. Addnbliol permonenl Woe„ of IM overol rhuafule k IM reaPonsDaty of the bu11dln0 dealgner,-For Oenral pu,oncs Am 'repord,p tdbrlc.116m auatay conhol, aaaae, delvery, meellen and boehg, e 0 Osi•va Ouals, nandold. Os1.00 haelna speeheate L' and His-91 iw iTe k® kprWlrnp Ivtotllrq and Irpclrq eebpmmrWallOn Ovakanle lrgn five Ralf hdaale, 399 0.Orwlrb Drhe, Halton, W153719. Job Truss EL_C 51 Truss Type ROOFTRUSS s24 L &o-o 1�1— C2-7 }}9 }411 4x7= 1.5x4 it 3 4 �Oty Iply 2 2 CENTEX 2401 EL. C 3.3T s Feb 141997 MTek Intlustries, Inc. Wed M, 149-5 t}2-a 21-11-9 3-41I }x.11 }9.9 4.2-7 3x8= 04= 5 6 3x8 = _.._ 44 = 16615 0.2-7 60.0 16015 11+11 10.615 0.9 18-2.0 21-11-9 2670 0.24 }6.9 2-0-15 1. 12 2-&a 04L6 1.310 2-1-1 }qg 2 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1:15 TC 0,22 TCDL 1DD Lumber Increase 115 BC 0.62 BCLL 0A Rep Stress Incr NO WB 0.41 BCOL 10D Code UBC-94 (Matrix IMBER )P CHORD 2 X 4SYP N1.2 )T CHORD 2 X 4 SYP No.2 EBS 2 X 4 SYP No.3 REACTIONS (lbs/s¢e) 1=2989/0-3-8, 6=2991/0-3-8 Max Ho¢ 1=-127(load case 2) Max Uplift 1=-574(load case 4), 8 575(load case 4) DEFL (in) (loc) Vdee PLATES GRIP Ven(LL) 0,08 14/13 999 M20(209a) 249f190 Ven(TQ D77 14/13 999 HOMRL) OD7 8 Na Min Length I LL dell =360 Weight: 176(I1,$) BRACING TOP CHORD. Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied, or 10.00-DO on center bracing, FORCES TOP CHORD 1-2=-4830, 2-3=-4616, 3.4=4332, 4-5=.4332, 5:6=-3832, 6-7=4622, 7-8=-4830 BOT CHORD 8 9=3959, 9.10=3959, 10.11=4328, 11.12=4328, 12.13=4328, 13.14=4328, 14-15=4328, 15-1673626. 16.17=3826, 17.18=3959, 1-18=3959 WEBS 2.18=49, 2.17=-167, 3.17=1556, 3-15=952, 4-15=-203, 5-15=8, 5-12=593. 5-10=936, 6-10=2364, 7-10=-159, 7-9=42 S615666 NOTES 1) 2-ply truss to be connected together with 10d nails as follows; Top. chords connected with 1 rrnv)s) a112 inches on center. Bottom chards connected with 1 low(s) at 9 inches on center. Webs connected with 1 row at 6 inches on center. 2) This truss has been designed for the wind loads generated by 75D m.p.h. winds at 25.0 feet above ground level, using 5.0. p.s.fr lop chord dead load and 5.0 PA bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7.93). Lumber Increase = 1.33, Plate Increase = 1,33, Both end verticals are exposed. 3) Except as shorn below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4)'PraAde adequate drainage to prevent water pending. 5) Hanger recommended for connection of truss to bearing walls due to uplrR.: H2.5 at joint(s) 1, 8, t,atttlt I I I I I II trr x 6) This truss has been designed with ANSI7IPI 1.1995 criteria. , v�o-S rW CAO x , LOAD CASE(S) 1) Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (Ibs per fl) ^,n Q •,' Ven:1'-2=-60.0, 2.7=.60.0;3-4=.60.0, 4-5=-60.0, 5.6=-60.0, 6-7=-60.0, 7A=-60.0. 8-9=-20.0, 9-10=-20.0, 10-11= 20.D, - 20I61 2 11-12=-20.0, 12-13=-20.0, 13-14=.20.0, 14.15=.20.0; 15-16=-20.0; 16.17=•20.0, 17-18=-20.0, 1-18=-20_0 - Concentrated Loads (Ibs) - STAiE OF Ven:1=-52.5, 8 52.5, 10=-1285 7, 11=-308 3, 13=-308.3, 14=-308.3, 16= 305.3, 17=-1285.7 S- '• '• e THE TRUSS FABRICATOR THE BUILDER AND/OR ME BI7ILD[NG DESIONEK ARE SULELY RESPONSIBLE FOR THE` j' 1 i4 ti REVIEW AND APPROVAL OF, ALL PERTINENT DATA REFLECTED ONTHIS DRAWING, SUCH AS BIIF NOT LIMIT TO; PITCH, DIMENSIONS, LOADS, ETC.,BEFORE FABRICATION TO INSURE ACCURACY AND FULL COMPLIANCE�Ei.V,yvT,�.1 WITH E73STTNG APPLICABLE BUILDING CODE REQUIREMENTS. vt r,. n u 1t tlys I,:HY .2 ®W"WND -VAIW d<efpn-Farameteir and READ. NOTES ON TRISAND REVERSE SIDE BEFORE USE. ^® Dmbn voM be use only weh Meet connector,. ihb detiOn b boK only upon POlafnelen shown, erM e'1w on hdMduol buedho component lo'De h,lolkd and bodedrvsnleoey. Appacob0ly of dMpn pwomelen end paper hewpwetb of component a letp 'Ibl ly of b.whg dngnm'- not tract detlone,. e,aclno th wn 4 for blerol cupped of "NouOl web member, only. AOdabnal lempdarY NM" to Mule nabely &,Ind cond,Qctbn b IM re,pondDllilY of 11». e,eelor. Addabnal pmmoneN b,cclea of IM overal druduie Is 1M lmp,nsbw, of, I"bUWho detlgneh For oenerof ouldonce ieooldha bbrlwtron. queely cenllel,laooe, de "ry. eleellon acid Mxhp, wreua,OST•ae Owlay perMerd, 031•67 Ifoclrq 1peca1ca11on, arM His wl If. M iTe k® dllrtd Inrteleng and lrtrclrq fl e. ergvllen aVebbb frdrn I'M %I* naleeea ute, D'Oneb oDrNe; mcciwn. W16a71e, Job Truss EL--C S2 Truss Type ROOF TRUSS aY I plyI CENTEX 2401. EL C S6156671 alga 62-7 10.0 0 Plate Cffsets (X,Y): 14:0-1.12,0-1-12) LOADING (psf) SPACING 2-0-0 TCLL 20D Plates Increase 1.15 TCDL 10.0 Lumber Increase. 1.15 BCCL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC-94 ABER _..P CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 4¢9 62-0 REACTIONS (Ibs/s¢e) 1=108870.3-8, 6=108870-3-8 Max Harz 1=-156(loed case 2). Max Uplift 1=-153(load case 4), 6=-153(load case 4) 4x4= 47= 3 4 62.0 4¢9 I0.M 62-7 3x4 = CSI DEFL (in) (loc) Uden PLATES GRIP TC 0.61 Ven(LL) 0.14 80 999 M20(209a) 249/190 SC WB 0.6Hor2 2 m) 0.29 716 999 jTL) 0.04 , 6 ria Min Length ILL den=360 Weight: 142(Ibs) BRACING TOP CHORD Sheathed or 3-113 on center Pudin spacing. BOTCHORD Rigid ceiling directly applied, or 7-8:6-3-0, 6-7:6-3-0, 1 A:6-3-0 on center bracing. WEBS 1 Rowatmidpt . 84 FORCES TOP CHORD 1-2=-1376, 2-3=-1129, 3.4--938, 4-5=1129, 5-6=-1378 BOTCHORD 6-7=MI.7-8=938, 1-8=1131 WEBS 2.8=-236, 3.6=297, 4-8=0. 4.7=297, 5.7=-236 NOTES 1) This truss has been designed for the wind loads. generated by 75.0 m.p.h. winds at 25.0 feet above ground level, using 5.0 p.s:f, top chord dead load and 5.0 p.s,f bottom chord dead load, 100.0 miles from. hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1, 33, Both end verticals are exposed. 2) Provide adequate drainage to prevent water ponding. 3) SIMPSON H2.5 connectors recommended to conned truss to bearing wails due to uplift as followi: One connector at joint(s) 1, 6. 4) This truss has been designed With ANSI/TPI 1-1995 cnteria. skllNtnlnlrfffyyvy LOAD CASES) standard QNEN W: 4 Q4 is i F9rG�Fy 20612 _tir .STATE OF e "�/f aril 2 9 ,-- AIVA"NG - yer(fy deelyn par¢melen and BLAB NolCs ON Tffis AND Ram= STBC Bl Nftr VBL. Design valid b. uw Dory wah Mfek conneelar. this de Ogn k bared"upon ,cacmetem drown, cnd Is for on IMf.lduol buiONp b component to e hrloled and bode0 vedlooM• Applicability of dedan paramelarr. ona proper, hcapaatbn of adnponenl k rerpombMy of bvWlna 0.10 -not purr Cerloner. awohq Mown Is fol blelal wpperl of hdlvd of wab membmr only. Addtlbnol lemperoly broctnp to bmre dablay ourhq oondmmbn Is 1M terponsbtlny of the eleela. AddMbnol pelmanenf blackq of the ovwol snwru, k the relPMleMy of the bulldlnq deilgnef..For enwol; umdnce -es; kg lobtlrollon, qually conflot jlaoge, dellve - q q Nondl ng ry: mefrom oM pachq, aoreuil Oli-4a Oualav kla xc, W163 �arachp 1peclncalbn, arM NIl-el M iTeko ky latolll orW arxlrq NneerfimelWolbna�abbb haft truss Hale hdtlule,b0.1 D'Onoab DrMe, Modhorl. Wlaa710. Job (Truss (Truss Type EL_C U, ROOF TRUSS Ply CENTEX 2401 EL. C 5615668I LOADING (psi) SPACING 2.0.0 TCLL 20.0 Plates Increase 1.15 TCOL 10.0 Lumber Increase I 1.15 BCLL 0.0 Rep Stress Incr NO SCDL 10.0 Code UBC-94 LUMBER "')P CHORD 2 X 4 SYP N0.2 IT CHORD 2 X 4 SYP No.2 _.EBS 2 X 4 SYP No.3 1-2-14 2.7-13 REACTIONS (Ibs/size) 1=166/0.4.15, 3=92.M 3.8 MaX Horz 1=92()oad case 3) Max UPlin 1=41(load case 2), 3=-32(load case 3) FORCES TOP CHORD 1-2=0. 2-3=-69 BOT CHORD 1-3=0 2x4 = 2x4 if _ 2-7-13 C51 DEFL (in) (lac) Uden PLATES GRIP TC 0.05 Ved(LL) 0.00 In 999 M20(20ga) 1941162 BC 0,02 Ven(TL) 0.00 t!3 999 WB 0.00 HOR(TL) 0.oD 3 Na Min Length / LL defl = 360 Weight: 13 (Ibs) BRACING TOP CHORD Sheathed of 6-0-0 on center pur in spacing, except end verticals. BOTCHORD Rigid ceiling directly applied, or 1-3:6.3-0 on center bracing. NOTES 1) This truss has been designed for the wind loads generated by 75.0 m.p.h, winds at 25.0 feet about ground level, 1.33. Both end verticals are exposed. using 5A P.e.f, top chord dead load and 5.D p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 v4th exposure C (ASCE )-93). Lumber Increase = 1.33, Plate Increase > 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplin as follows: One connector at joint(s) 1, 3. LOAD CASEIS) Standard `.tt11111I111 N q .l � ;c;�1CjF9�oF9: 2C612 STATE OF AL 1,,HY l, -7 A WARM0 - Yer VY dee/pn para»rrefen and READ NOTES ON rMS AND REVERSE SIDE BEFORE use. �� ® Dmgn vaM bf We only wbh MRex eanneclaeibb deYpn k based onry upon Pawmefen drown, orW k for an bdM ,xcl buadhg component to De hIIOMd and ibatlW veflkAtY• ADPscobMY of tlesgn pafameledbnd paper Inea,earofbn of componenl b rwpdnYbMY of-0vlldina desgner - not If.,, desgner aiocbg Yawn k tar btelal SUPPod o/ NONldual web members oMg Addbbnol fempdary bfocYnd to Itl[ufe dobYay.duri g cohmiuctbn k the '"00fulbuny of tlw e,ecla,. Additional permanent bracing of I" overou tlruclule k the iefpombkYy of the buading detgner, for penewl guidance ;nepofdYg. IebrbPllorn, "I'My eanhoL XtWO94- oe146, erection and blocbg.: eonsua OST-64 Ouolay Bandord, DSI-erg tracing 6p«alcafbn, and. HII.91 inn iTek !YerWflog Inliwirg arM g 110Ct IeeommendNldi avobbbon IrTroy Rate hslaae3 ule, D'Onofib D," Medk ,x WI S3719 VS1CS1 Truss Type Qy Py VALLEY SN 1 1 1 1 CENTEX 2401: EL.0 s S615669 e3e aaa 3X5 = 2 3x5 % 3 3x5 PlaleOffsets (X,Y): 12:0-0-0.0-t-71J LOADING (ps1) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.15 TCOL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCOL 10.0. Code U13A94 VIBER _ P CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No,3 M7-0 CSI DEFL (in) (lac) Men PLATES GRIP TC 0.00 Ved(LL) 0.00 / "•• M20(20ga) 194/162 BC 0Oo VerlR) 0.00 / •••• WS 0,0o Horz( L) COO Na Min Length/LLder=360 Weight: 101(lb,) BRACING TOPCHORD Sheathed BOT CHORD Rigid ceiling difeety applied, or 1-3:6.3-0 on center bracing, FORCES NOTES 1) Gable requires continuous bottom chord bearing. 2) Gable studs spaced at 24 inches on center. 3) Gable studs exceeding 72 inches length to be laterally braced at midpoint For studs exposed to wind, see MTek "Standard Gable End DelalF'. 4) Studs to be fastened with 2x4 M20 plates: LOAD. CASE(S) Standard AWARMNO - V.eW d..11m p Dolton walla rnl v.o- only wah MI In.IONed and looded venkally. x dedgnel. NocNa shown b la lot lesPonlbmty of the elecla. Ada tegord" lubkotlon, puofty oa HOnaMng Jolla" and Inielot, p. ♦NUrrrrlrgr BEN W. 'Mq'•.. 20612 • STAT:OF IA14P, o .J•1101.nn.ls•N� and Rt NOTES ON TBIS AND RE {2RSE SNOZ nx ORE DSE. fa'. Ihb de0on k based only oOn amomeler. lawn. ara a for an IndNtdual buldha component ro be of dedan parometan and POP01 IMDa"oflon of component Y resPOnsWMMy of bvlWhg derslaner - not Uus• Of Individual Web MIunbms onte. Addnanal I -MP Orf bOoYq to, hsuln slabOy duibp aOolhUatbn It tl.e lonenl, alaeha Ol the O.-'Of sllvcluro a the rmpornAAMly of the buNdN dmloner. Fol aenelol auldance 1, delvery. eleelbn and blOebg, oonsuM OSI-18 GUOIMy standard, 011.99 IrOOI-9 fp.dllOalbn, and HIS-11 III011ovalabla Dom buu Rol. h.mut., 50 D'Oralb 01he._ Madhon. WI6371V. MiTeke Job Truss Truss Type Oly, ply FLC VS1CS2 ROOF TRUSS 1 1 'CENTEX 2401 EL.0 561567D Eagle Industries. INUPLS. 3:3T s Feb 141997 MITek Industries, Inc. Wed May 28 11:17:36 1997 ,Page 1 7-M 167-D 7-" 7-m 4X4 2 8.00 12 0 v 0 n 1 v( 4 3 3X5 2x4I 3x5 a7 D 1a7-0 LOADING( sQ TCLL SPACING 2.0-0 C51 OEFL (in) (loc) Well PLATES GRIP 20D Plates Increase 1.15 TC 0.00 Ved(LL) BOB / "" M20(20ga) 1941162 TCDL 10.0 Lumber Increase 1,15 BC 0.00 Ved(TL) 0.0D / — RCLL 0.0 Rep Stress tncr YES WB 0.00 Hora(TL) 0.00 Na BCDL 10,0 Code UBC-94 Min Length /LL de0=,360 Weight: 62(lbs) LUMBER BRACING '^o CHORD 2 X 4 SIP No.2 TOP CHORD Sheathed CHORD 2 X 4 SYP No.2 BOTCHORD Rigid ceiling directly applied, or 1-4',6.3-0, 3.4:4-8.15 on center bracing. _,IERS 2 X 4 SYP NO3 FORCES NOTES 1) Gable requires continuous bottom chord bearing. 2) Studs to be fastened with 2s4M20 plates. , LOAD CASE($) Standard I ,1,ln btlry• lit"Eu W C� ••• CD :ii.-'g'TE��o�r9-. 2G572 - -c rTATE.OF _ e A WARN7N0 - Yer jfy dtelyn pururpetere wlA RGAD NOTES ON TMS AND BLYERSE SIDE BEMIRE USE. eer® ® De O,, valid W vfe onN wnh MR.Ir edds, /hi, d..i;n b based Only upon Pelometea dw m Old Is for on hdNiduol bulMhD component to be MAIR nudged ontl boded vetlleolN. APplbcab6ny of dmljn paibm<teu old ,d;W ha4,PO0lbn of camPbnenl h ,npomblety ei bv6dho desbon r - net Ira" -iW96e1. !Odra ibown h Id'blelal supood of Individual web member onY. Ad riondl lempaory blochD 10 hrule dabany durhp W strudbn Is the tefpondbmly of 1tro.secld. Add6bnol PelmanenT blaclno bb the evdoY dludvle h 1M IMPo ebi of the bu6dho dedaneP:Pon oerelai guidon. Ie9oldhi, OblIcOn00, quoily cdnhol slolo0e, delivery, aieclbn and boe", clove OsF66 Quality 0andord, 061.69 f,acbno specricalbon, ontl His-91 iTek® Nonallnp halanlny M and 6roaim 9ecornnn wion dva6m abb nollvu Male InN6wle, W D'Ono6b Dllve, lAddben, W163719. M Job Truss Truss Type Oy ply EL C VS1CS3 ROOFTRUSS 1 1 CENTEX 2401EL, C S615671 Eagle Industries,.INDPLS. 3.3T s Feb 141997 MTTek Industries, Inc. Wad May.26 11:17:38 1997 Page 1 xas 1a7.o S16 63-0 - 4x4 = 2 8.00 12 M 1 4 3 3x5 2x4 11 3x5 ta7-0 LOADING (psq TCLL 20.0 SPACING 2-0-0 Plates Increase 1.15 CST TC 0.00 DEFL (In) (10c) Nden PLATES GRIP TCOL 10.0 Lumber Increase 1.15 BC 0.00 Ven(LL) 0,00 / "" Verl(TL) 0.00 / — M20(20ga) 194/162 BCLL 0.0 Rep Stress lncr YES WE 0.00 Hom(TL) 0,00 Na BCDL 10,0 Code UBC-94 Min Length / ILL den = 360 Weight: 39 (lbs) LUMBER BRACING TOP CHORD 2 X 4`SYR N0.2 TOP CHORD Sheathed TT CHORD 2 X 4 SYP N0.2 BOT CHORD Rigid ceiling directly applied, or 1-4:6-3-0, 3 4.4-6-15 on center bracing. i HERS 2 X 4 SYP No FORCES NOTES 1) Gable requires continuous bottom chord bearing, 2) Studs to be fastened with 2X4 M20 plates: LOAD CASE(S) Standard ' 1P 111nllrrrr C4P/• _ 20512 -_ �' SiA7c CF - Y 4it`r ® WARMNO WrVy derlyra-p miunotem and READ NOTES ON TM9 AND REVERSE SWE BEFORE USE. De,lgn vorN b,. um onh, wah,Mrfek Bonne lows, lhk de Jgn Y Dared only upon pa,amelen Town, and h Id on IndWvol buNdIng component to be Emi®�® n pope, Incapaoll Lem ae N o1 buXdkq tlon npv • net Nun Mrloned and boded vedboay., Aoa,.6,p n atm h, twonl ]a insure Ao n Y IM lempmary OmaYp to Inml tlengner. ay or I" blelonolp of bdNldual'.web member onhu y du,Yp aonom? lesp ll, ,, t . pmmoneM D,aeing of the Y Ihrr IetpomWly .1 In. DUXOYp n al d,uc i... U the t; dosi Il fly of Ire e,eater, Atl nt gene,at guldon91 lcUnt; at sl ,epo,tling.bD,balbn, Qudtltywnhat gologe, de Xvery,e,eclbn oM bacMg,'Wr6ua 081-aa'OWIXy aonderl, Ofa�aBireclnp ipKNkdXon, and NIL91 bt osy lac, 1p, Nanilling Irvlelling aM I,eclrp q�commerW olbn OvoXobb room l,un PbtO MiXule, aN D'OrwOb DINe, I.bahan, W I Sall a, MiTeK® :.Job Truss Truss Type art, Pry EL_C VS1CS4 ROOF TRUSS 1 4 CENTEX 2S615672 �FLC Eagle Industries, INDPLS, 3.3T s Feb 14 1997 MITek Industries, Inc. Wed May 26 11 :17:401997 Page 1 1— }3-0 67-0 3." }34 4x4 = 8.00 12 2 rn (V fV y T'ePu��i' z �`�73.#t�ta`s <,y3�F. n5a�� 'X.Nrk� A 3v RtN ,s5�i5)1�3'n`Y3�is'�3s'E :.1 .Z r \:h7•.lmP$IFvb<iiCi.Ii`3_•i k>.. `s'�1>r5}2.Y'(h">j�i¢�i, r 2x4 % 2x4 II 2x4 6]-b -i fit-0 LOADING IF TCLL 20.0 SPACING 2-0-0 Plates Increase 1.15 CSI TC 0.00 DEFL (in) (hoc) Wen Vem(LL) 0.00 I •••• PLATES GRIP TCDL 10.0 Lumber Increase 1,15 Sc 0.00 Verl(TL) 0,00 l •••• M2D(20ga) 1941162 BCLL 0.0 Rep Stress Incr YES WB 0.00 HDrt(TL) 0,00 Na BCDL 10.0 Code UBC-94 Min Length / LL deg rz 360 Weight: 24 (Its) LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed - CHORD 2 X 4 SYP No.2 1ER5 2X4SYP No.3 BOT CHORD Rigid ceiling direclly applied, or 14:6-3-0, 3-4:4.8.15 on center bracing. FORCES NOTES 1) Gable requires continuous bottom chord bearing. 2) Studs to be fastened with 2x4 M20 plates. LOAD CASE(S) Standard 'St ••N`S•Jc'• lr• CV . K• �,tf trffu�lkks` ®WARMNO - Yer{jy d.efgn Pel,a—fen —i f READ NOTLS ON TMS AND REVERSE STDE SEPORE USE. Design voles for vse only wah Mr ek connec ats. This swoon If baud only upon Parameters shown, arW Is fa an IndWual bulldkrg component to De WE Imlalied and loaded. vertically. APPIIaabAXy of sedan parameters and ptopet lxot"arlon of oornponeni k temponslbgly of bunding dnlgner nor flms demlaner eradng ttgwn k to Wear Supped o(bdNmma ldWI web ebeonly Add4a"Im tepdm orary bloc", to eama abmly dhg come, flonIs the WPonJblllly of I" erects. Adtlabnal permanent braes+, of the overall structure a the r"Fornbry of; the building derrlgner, Fos geneiolguidance repoidlnp ldbraarbn, Ruaay conlrok dorope, delver{. asdlmm and hoc Ma. oonmua OIT-N Quality RaMard. b5Ge7 hacirq ipaclnebran, arM RILe1 Handniq tnsiarllry eiw srxrrp ieconmendolbn avabba rto h5a3 — Pala rnml4ute, D'Onoslo Dike, Modhon, W16371e, iTe k® --t Job Truss Truss Type EL_C VS1CS5 ROOFTRUSS ay I Ply 1 /_ CENTEX 2401 EL. C 313Ta Feb 14 1997 M�Tek Inln S6156731 7.98 12 cxv 11 2x4 Plate Offsets (X,Y): (2:0.0-0,0-1.11) 2.7-0 - LOADING (psQ TOLL 20.0 SPACING 2-0A Plates Increase b.15TC CSI (Ioc) Udell PLATES GRIP TOOL 10.0 BCLL Lumber Increase 1,15 OAO BC 0.00 VDer7fllt.L) 0.00 Ved(TL) 0.00 y .... M20(20ga) 194/162 0.0 BCDL 10.0 Rep Stress Incr YES Code WB 0.00 Hwz(TL) 0.00 Na UBG94 Min Length! ILL dell = 360 Weight: 10 (Ibs) M SER CHORD 2 X 4 SYP No.2 .BRACING -BOT CHORD 2X4SYP No.2 TOPCHORD Sheathed DOT CHORD Rigid ceiling directly applied. or 1-3:6-3-0 on center bracing. FORCES NOTES 1) Cable requires continuous b0tt01 chord bearing. 2) Studs to be fastened with 2x4 M20 plates. LOAD CASE(S) Standard A IVARMUNIG - V.4y ON TMS AND RE VERSE SIDE DEPORE USE. ss,%Mllrlpr qr 2Uit;' ' STATEOF rm9 Component to be fino derbner - o,[ I,..% INV Condructlon it the For 9enwGl pupa... Job r _ Truss Truss Type Oly Ply EL_C. WGE GABLE S, 1 ' I CENTEX 2401. EL, C S615674. -.Eagle Industries, INDPLS. 3.3T-s Feb141997 MiTek Industries, Inc. Wed May 28 1117:451997 Page 7 &CO sxa 4-24 alas 04 =. 2 8-01 iz M ri 0�L�� 4 3 2x4 = Wu 2x4 = e-0:o a. o LOADING (psi) SPACING 2-04 CSI DEFL (in) (lob) Vde9 PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.00 Ved(LL) 0.00 / ••'• M20(20ga) 194/162 TCDL 10.0 Lumber Increase 1.15 BC ODD Ven(TL) 0,00 / I'll BCLL 0.0 Rep Stress Incr YES WU 0.00 HomI 0.00 Na BCDL 100 Code UBG94 Min Length I I dell = 360 Weight: 43 111 .LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed T CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied, or 1-0:6-3-D, 3-4:4.8.15 on center bracing. .1ERS 2 X 4 SYP No.3 FORCES NOTES 1) Gable requirescontinuous bottom chord bearing. 2) Gable studs spaced at 24 inches on center. 3) Gable studs exceeding 72 inches length to be laterally braced at midpoint For studs exposed to wind, see MiTek "Standard Gabte End Delail'. 4) Studs to be fastened with 2x4 M20 plates. LOAD CASE(S) Standard \\\\11ltllllddr p. �B y GIV A L E� �;,•``• IsJ4Ys,1I%' --7 AWARWNO-V.r(/R deign r.anzsn.t.r and' READ ROrESONTRTSANDREVERSE SIDER"ORE VSiS. . ® Oaslgn r.%d ".1e only with MOeR wnnec+ds: ihb destan,w'bosed only upon porameba mown. and k rW an "Wi.iol buildingsomponenl to be housed and leoded veak.1ty. Applicability of deOgn porameten and pope, hcapaatbn of component k relponstanity of b.%d Q desbner - not 11ut9 d.ebnen Mocing shown % tar ote,pl support of IncM duol web members only, AdditbrWl oni Wory bf=hg to hsme dablay during GondlvClbn h 1ne ,etpanablllly of the aeCla. Additional pe,monenl bracing of the ovvol sbuclum Is the IespomOlwy of the bul d" designer, Rif genetol guidance iego,dLg robrlcolipl, quowy celihat slwope; deNary, erection and bracing, consult Osl-a! gualay S/erWaid, Dsa-a9 tracing, specTcatat , and NI1-91 q'�� ® "NcMana lnslelllry andram p tcing 4eeemmeMolbn ovabbb lrodrugs ore hsad slnule. O'Onoab Drhe, Mbdhon, WI53719. i V MiTek