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Home My WebLink About0001.98 Truss Planslob Truss TN6a Type City Ply EL_C GGE GABLE S. 1 1 CENTpX 2546 ELC 561671J Eagle Industries, 1NOPLS. 3.3T s Feb 141997 MiTek Industries, Inc. Wed May 28 11:21:46 1997 Page 1 -map 542 �- fo-so I5.7.14 1 21.0-0 41.1oa 6Io.i 542 at-u stn4 4X4 = 2 e.42 atoe 4 3X5 = 3X5 = 3X5 =- 2X4 11 7-o-12 "7-D12 I 131"-4 61" I— 7. 12' Plate Offsets (X.Y): (1:0-0-0,0.1.3), 13t0.1.15,0.1-31 LOADING(psQ: SPACING 2.0.0 CSI OEFL (in) (log) I/defl PLATES GRIP TCLL 20.0'. Plates Increase' 1.15 7C 0:00 Ved(LL) 0.00 I "" M20(20ga) 1941162 TCDL '10.0 Lumber Increase 1.15 BC 0:00 Verl(TL) 0.00 I •... BOLL 0.0 Rep Stress Ina YES VYB O.OD Horz(%) 0.00 -Na RCDL 10.0 Code USC-94 Mtn Length/LLdeB=360 Weight: 155(lbs) TOP CHORD 2.X 4 SYP No.2 BOT CHORD 2 X 4 SYP N0.2 OTHERS 2 X 4 SYP No.3 WEDGE Left: 2 X 4, Right: 2 X 4 FORCES BRACING TOP CHORD Sheathed BOT CHORD Rigid telling directly applied, or 1.5:6.0-0, 4-5:5.44, J-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 M1Tek "Standard Gable End Delalr'. 4) Studs to be laslened With 2x4 M20 plates. LOAD CASE(S) Standard Q�EN 14 C,qg�'.,�. 20612 _ .. SATE VF/.. 1 6WARMNO -V.IVU dea(pn pe. ter>. and READ NOTES ON TMS AND REVERSE SME SEPORE VSE. De lqn y.Md tot we only Wah Mnek ConneclaP, this de Jgn 6 bawd only vpon pofomelen Noun, and a lof an hdN ual WWd q component to be hltoaed and loodod vedooay AppMeabDly of desyn pafametel. ana popef hcofpaalbn e1 Component a IeapbnPUWIY at bVMho dedgnel •net hNa d.12o,.. afgcbg shown If 1a olewt capped be hdNoual web membeft only. Addtlbnol lem17ofofy bfechg to lnsme 0obDly dufhg eondmdon h the fe oonJbMay of the s•ealot. Addabnal oetmonenl bmehg of the ovefol d .le ,. Y the l.f .f oafy of the bufklhg 0.1onef. eol genefal ouldanee feooiGhg, oblleollcn, gueby conLoL ilvage, de Mery, election and txxbo, cenwa CST-ds ouorry SterMbrd:. 031-ae \roeklg softolb . and MO -el M iTe k® d@g ang and aroclrq NecommeiWoloh ovalbbb Dom Lux Pole hlfMute, Sax nolrb DMa. M� od , WI53710. D'O D INlal Nan Job Tmss Truss Type Pit' Y EL C HN G82DER i 2CENfiEX 2546 ELC S615714 Eagle Intlustdes, INDPLS: 3.3T s Dec 27 1996 MITek Industries, Inc. Tnu May 29 15:20:32 1997 Page 1 I SSs I to-r;-0 I tsun 1 2t-oa 'SSS 50.11 5-0.11 SSS "- 4x4 = 3 10.00 12 3x5: 3x5 2 4 rt m 1 9 8 7 6 5 44 = 2x4 I 48 = 2x4 it 44 = 46 = iS5 to" 15611 21AO SS5 S0.11 50.t1 6S5 LOADING (pq SPACING 2-0-0 CS] DEFL (in) (loc) Veal PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.24 Vert(LL) 0.06 716 999 M20(20ga) 249/190 TCOL 10.0 Lumberincrease 1.15 BC 0.78 Vert(R) 0.12 716 999 BCLL 0:0 Rep Stress Inci NO WB Ose Hoan) 0.03 5 Na BCDL 10:0 Code UBC-94 Min Length I LL tle0 = 360 Weight: 135 (Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-" on center purl!n spacing. BOT CHORD, 2 X 6 SYPNo.2 BOT CHORD Rigid ceiling directly applied, or 10-00.00 on center bracing. WEBS 2 X'4 SYP-No.3 ;TIONS (lbs7s¢e) 1=371D/0.3.8, 5=3710/0-3.8 Max Horz 1=-400(load case 2) • Max Up6t 1=-729(load case 4), 5e-729(load case 4) FORCES 7OP CHORD1-2=-4184, 23=-2820, 34=-2820, 4.5- 4164 BOT CHORD 5-6=3143, 6-7=3143, 7-8=3143, B.9=3143, 1-9.3143 WEBS 2-9=1544,.2,8=.1328, 3.8=3307, 4.8=.1320, 4.6=1544 NOTES 1) 2-ply truss lobe connected )ogetherw 1h, 10d nails as follows: Top chords connected with 1 row(s) at 12 inches on center. Bottom chords connected with 1 row(s) at 9 inches on center. Webs connected with 1'few at 6 inches on center, 2) This truss has been designed for the wind bads 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 ovllding, 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 shown below, special connection(s) required to support concentrated load(s). Design of connection(s) Is delegated to the building designer. 4) SIMPSON H2.5 connectors recommended to connect truss to bearing wells due to uplift as follows: Two each connectors at joint(s) i, 5, 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASES) 1) Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (Ibs per ft) Vert:1.2=-60.0, 2.3--SOO, 3-4=-60.0, 4.5=b0D, 5.6=.298.3, 6.7=•298.3, 7-8=-298.3, 8.9=.298.3, 1-9=-298.3 1`y Iffoll'i lc`Q 11ss-IN ,' ti v % (F �5.7�•'•• '• Stiyx' Q fl3 20612 STATE ,169'': I Min A WARNING - V Hfif dse/pn pano.ten and READ NOTES ON TMS AND REVERSE SIDE EEPORE USE. DHIOn valid for me ontv wMh Mnex conne,ctort. lhh dedpn h bored onM upon poromalerl Nown. sf W h to, on Indlvidvol bvbYq component to be Nvbbd and loaded veOlOOlty. A"11cbb9ay of oesldn paramelea ono wooer bappdolbn of torn ent h ress,ombnay Or bvwinq 0.10ner - net hurt K delbnm, arodng shown If for laleral wppod of knxd tw.[ web memtws onty. AW"lonal lempprary Wing lO MI.,, doba)y dunno eondruclbn If " elp ft,Jbllly of 1M a veld1, AddhionOt fmonenl doolq of the Ovpcl 111V ufe h IM mpomOlay of the Wrrdln0 dmlgn t. Nor genefel dvkfonee wpardtnp fobrlcotby guolly Contra daope, dot try; --tiOn ono NOCInD. eenlua OST-M Ouclfly S1Ondord, DSl-69 Pool" fp«Nlcaflon, onI; NU-91 m0M11nb hu1O111W and 4xRfe flrq me fxlon ovoadbW hom Tfun Plot* Inalaule. M3 D•Onoabhy D1, M dhCrl WI6371O, � iTe k® Job (Truss (Truss Type ay Ply I MONO PITCH EL_C ?D I CENTEX 2545EL.C. S615715 F 60-3 1 1&11A H63 7.1D13 3x5 = 2x4 II 3x5 = 643 7-tP13 Plate OBsets(X,Y): jt'.D-0.0,0.O6J LOADING (psn SPACING 2-0-0 CSI DEFL (in) (too) uden TCLL 2D.0 Plates Increase 1.15 TO 0.84 Vert(LL) OC6 5/4 999 TCDL 10.0 Lumber Increase 1.15 DO 0.38 Ven(TL) 0.11 1/5 999 BCLL O.D Rep Stress Inc r YES WB 0.38 Ho¢(TL) 0.01 4 We DCDL 10.0 Code UBG94 in length I LL den = 360 MBER TOP CHORD 2 X 4 SYP No.2 DOT CI4ORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 *Except' 3-4 2 X'4 SYP No.2 REACTIONS (lbs/size) 1=625/03-8; 4=625/0-3-8 I,tax Hoe 1=643(load case 3i Max Uplift 1=-15(load use 2), 4=-299(load case 3) FORCES TOP CHORD 1-2=.549, 23=-0, 3-4=-233 BOT CHORD 4-5=453, 1 �5=453 WEBS 2-5=156, 2-4=551 PLATES GRIP M2.0(20ga) 1941162 Weight: 92 (Ibs) BRACING TOP CHORD Sheathed or 5-4-1 on center pudm spacing, except end verlicals. DOT CHORD Rigid telling directly applied, of 1-5:6-3-0, 4-5:6.3-0 on center bracing. WEBS 1 Rax at midpt 24 NOTES 1) This truss has been designed for the wind loads generated by 75.0 m.ph: winds at 25.0 feet above ground level, using 5.0 ps.t. top chord dead load and 5.0 p.sJ bobom chord dead load, 100.0 miles from hurricane oceaniine, on a category I enclosed buitding, 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 watts due to uplift as follows: One connector at joint(s)1, 4. LOAD CASE(S) Standard ,,\`\t\II11111111j '�Qt c4s tST 20612 _ • STATE Of A WARNING . Vecjry Aa ei yn gaamefen and READ NOTt3 ON r1US AND REY7R.4t slut BLPORe use. K 0 Deekln. vaW for vse onN wah M9eN conneclal. Thk deIIgn k based only upon parameled ibown, and k far on Individual Wici eomponenl to f>e MR Imralled and boded vertbolly. Applcoblify of deign Inrameters and goon hcorpgfallan el cam,,xi k tespomftplay of bvNdhD deal0nel . not buss de\pner. facing shown k IV bleal svpPod.OI FWNbval web membed on•L AddNbr,ol lemporany Vacaq to Insureaablay diving coniluctbn k the u+pbrm onublllly of the eredlor. Adadnal peooenl broatia of the Overall tlrudlme k 1" responsibely of Ine bordlng-dasbner. for general wWdnee Im reaoaloa lobrbatbn, quality eonnot aoroae, delvery, ereatbo and blaclna, c.mull Osl,m Quality Pandord, 051.49 Imcaq SPecMlcatlpn, and MO-91 iTe k® Handling initialling cod Ilrocina g�amme aHon avoloble nom irasl flole bdnuie, aa3 D'Onoab DMe, "Olson, WI $3719. Job - " Truss Truss Type ay I Ply EL C. V51S2 VALLEY 1 1 CENTEX 2546 EL.0 S615719 Eagle industries, INOPLS. 3.3T s Feb 14 1997 M1Tek industries, Inc Wed May 28 11,22'.08 1997 Page 1 1.511 14114 N 1D 7-5.11 7-611 44 = 2 3x5 � 2x4 N 3x5 �` 7-S i t 7-S I I LOADING (psf) SPACING 210.0 CSI DEFL (in) (10c) Ilde8 PLATES GRIP TCLL 20.0 Plates Increase 1.15 TO 0,00 Vert(LL) 0,00 / "•• M20(20ga) 1941162 TCOL 10.0 Lumber Increase 1.15 BC 0.00 Vert(TL) 0.00 1 •••. BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0,00 Na BCDL 10.0 Code UBC-94 Min Length / LL den = 360 Weight: 69 (lbs) UMBER IF CHORD 2 X 4 SYP N0.2 JT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 FORCES NOTES 1) Gable requires continuous bottom chord bearing. 2) Studs to be fastened with 2x4 M20 plates. LOAD CASE(S) Standard BRACING TOPCHORD Sheathed BOT CHORD Rigid ceiling directly applied, or 1-4:5.3-6, 3-4:63-0 on center bracing. y\\\\I111II rylyF C4 c 51 r•�,STF; �•, � F In f�•. iCti'2 STATE OF _e -•rrt rl IU\•-- . A WARNINO - V-,Vjj deeTpn ptxresaelere and READ !VOTES ON TMS AND REVERSE StPE BEFORE USE. ve D.Igh vaOC to, use Dory wah M9eR eonneelors. lhh design it ba onh coon parameters Mowq chd Is tom on 1ldlvlduo1 bvwha component 10 De MAE Imlofled'and loaded ~Icolty APPIIaabManpm aa y of 0009h patamelea d golrcpatbom n oI cponent a+esponnblufy or burs" destines - not hvx desbner. 5roeh0 Mown k for lateral supporl of hdNlaval web membert onN_ Addabrwl lemposay backsa to horse Mobility au M9 eonnryclbo " Inc rmponWPly of ma erector. Additional , Relmenerd bdcha of the oyNo1 dmCIVIO b the responsblNlaha y of the burd"loner. For genial dulaance repmding tobrlaatbn, quality a MIO, 00100e, deWery, erection and braeha. consua Off-611 Ouelay POMad. OSS-59 Va." Specalonllon, ordl KII.91 M iTe k® ' NeMllsq. Indellb•P and 11.1hd Ieeommehdallad avobbk hemm 711 Rate hba3 sleute, O'Ononb Orlve, Modhon, W 153719. 11 TypePtyVS2S2 =.TrussTruss VALLEY 1 1. CENTEX 2546£LC S615725 Eagle lnduslries, INDPLS. 3.3T: s'FeD t4199TMRek Industries, Inc. Wed May 28 11.22:221997 Page 1 366- 19 14p3 1-10.J 1— 44 = 2x4'/ 2x4 it 3 2x4 F_ 1-10.3 1-10.3 1 LOADING.(psQ SPACING 2-0-0 CSI DEFL (in) (loc) 9den PLATES' GRIP TCLL 20G Plates Increase 1.15 TC 0.00 Ved(LL) 0.00 1 •••• M20(209a) 1941162 TCDL 10.0 Lun ber Increase 1.15 BC 0.00 Ven(TL) OGD 1 •'•• BCLL 0.0 Rep Stress Inc( YES WE 0.00 HORR) 0.00 Na BCDL 10.0 Code UBC-94 Min Length ILLdell =360 Weight: 13(Ibs) " ABER BRACING ) CHORD, 2 X 4 SYP No.2 TOP CHORD Sheathed' CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied, or 1,1 5-0-1, 3-4:"-0 on center bracing. OTHERS 2 X 4. SYP No.3 FORCES requires continuous bottom chord bearing. to be fastened with 20 M20 plates. LOAD CASE(S) Standard ,`t1U 11111 f1 I'II BEN w. Ca 2,,, c-,l S7E�;�.�Fy�h rr� 20612 OF W111"NAY` YC AWARNING VerVy deelpn panamelen and READ NGrill! 8 ON THIS AND REVERSE SlOC BEFORE USE, Oelk)n VOOd1. for we -only wall, Mff<t conneclori. Ina d.09. !'baletl only upon pommeled Noon, an0 a I- on lnaNltlual b0ldhq componenl to be hdpaetl ono bodeo ;Ah I y AppNOebpol of OeYOn pcl web rn .b pope(-hco(pomnbn of componenl a tos m* e. Il buaohO' cohVIdesig2Y- not in- oeib9el, y of 0 flown a I AcdIllon op en o1efil boual Web me QC- l lbo A-19 W the lempoary do<IrIr to build da,;I y w. ins,For cUdwc 10howi a nne (e+ponoblMy of the e(_eeld. Abtlabnal pe(mpneN,MOohp of iM ovaal Orvdme YYM Iespom9roMy ol',lae buntling tlmlgne(. Pot penmol oubance r.601d" lobncolbn, RUOINY o' Ilct daoOe, d."; y, eleclbn ono blOeyp, 000w6 O]i-411 O.My Itondo(o; O31-I9 swe" Jpeeaba6on, ono HII-91 ■ ow I. —I. Necoe me ogler pvoRoble I(om Dur Pole hnaNa, "I D'Oneeb D,N , Mookon, WI $3719. _ i jl 0;b Truss Truss Type::� �y PN EL.0 SGE GABLES. ,1 1 CENTEX 2546 ELC S615706— -- I' Eagle industries, INUYLS. Plate Offsets (X,Y): 11:0-0-0,0.1 I.. 104 41" -S'" 1ta7-0 alas 4108 a14e at48 44 = 2 3X5 = W 11 3X5 = LOADING (pSq SPACING 2-0-0 TCLL 20.0 Plates Increase 1:15 TCDL 10.0 Lumber Increase 1.15 BOLL 0.0 Rep Stress Incr YES oCDL 10.0 Code UBC-94 TOP CHORD 2 X 4 SYP No.2 ROT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 WEDGE Left: 2 X 4, RiohL 2 X4 FORCES Sum CSI Dr (in) (too) Vden PLATES GRIP TC 0.00 Ve4(LL) 0.00 / "" M20(20ga) 1941162 BC 0.00 Ved(TL) 0.00 / "" WB 0.00 HorzR) 0.00 rVa Min Length / LL den a 360 Weight: 55 (lbs) BRACING TOP CHORD Sheathed BOT CHORD Rigid ceiling directy.applied, or 1-4:6-M, 3.4.6�3-0 on center bracing. 1) Gable requires continuous bottom chord bearing. 2J Gable studs spaced at 24 inches on center. 3) Gablestuds exceeding 72 Inches length to be laterally braced at midpoint For studs exposed to wind, see MTek "Standard Gable End Detair. '4) Studs to be fastened with 2x4 M20 plates. LOAD CASE(S) Standard 1111tl llllrr Q�CN u/, 7 ' STATE OF II:MY 2 9 : 7 Y� ,VV deetyn paranSeten vnd S AD NOa'ES ON TRESS AND AEVEASE SSDE HEPORE IIS'E. or uke only with M4ek conneotai lhk 4.001, Is boxed only upon pmometen dbwn, and k of on IrWIWJoal bind" component to be boded vedicalty. ApPacoblaly of desion Poiumeleil and propel InerNpdolbn of GompOrwnt N lespenrblay, of buShcna deslaner ,not I..N ,Np�StiOWn k Iaiahnol wwmo of hdNqual web member, only._Addabnal lempaory boclnd;lo blme dobSaY dwkp eondrvdbn k the CI pie breblol. Addltbnoll pereonenl pecha of lne ".xfl dracWle k he leSppnSbiny, of the tiuGd" dedpnel. For Oenelol Qukdoeee ❑cafbn, quovi eonuo dwope, 0." , erectbn and bockp, o ua CST-" Oualey S1ondord: DShao heeVV Sp lfloatlon, end HII.% iTe k® en,e bb bnelm kecommeMollpn avdlbb4 from bun Pole kdlaule, 583 O'Onoeb Urrve. Mookon, W153719. Job ,Truss Truss Type .DIY PIY EL C BN GIRDER -1 2 [CENTEX 2546 EL C $615707 Eagle Industries,INDPLS. 3.31.s Feb 14'1991 mireklndustlies, Inc, Wed May 28 IV21:201997 Page 1 4-102 �41ba 04 = 2 44 = 44 = 410d 4-/P8 Plate Offsets (Xh: ]4:0-1-8,0-0.0] LOADING (psf) SPACING 2.0-0 CSI DEFL (in) (loc) Vden TCLL 20D Plates Increase 1.15 TC 0.19, Verl(LL) 0.03 4r3 999 TCDL 10.0 Lumber. Increase 1.15 BC 0.98 I Ven(TL) 0.07 4r3: .999 BCLL 0.0 Rep Stressincf NO WB 0.51 HoR(TL) 0.01 3 Na 9CDt- 10.0 Code. UBC-94 Min Length / LL dell = 360 TOP. CHORD 2 X 4 SYP Not BOT. CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ibs/size) 1=3232/0.3.6, 3=3232/0.3.8 Max Horz 1=-189(bad case 2) Max Uplift 1=-664(load case 4).3=�664(load case 4) FORCES TOP CHORD 1-2=-2440, 2-3=-2440 SOT CHORD 3-4=1828, 1-4=1828 WEBS 2.4=2948 I PLATES GRIP M20(209a) 194/162 Weight: 47 (lbs) BRACING TOP CHORD Sheathed or 6.0.0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. NOTES 1) 2-ply truss to be connected together with 10d nails as follovvs: Top chords connected vnth 1 row(s) at 12 inches on center. Bottom chords connected with 1 row(s) at 4lnches on center. Websconnetled with i row at 6 Inches on center. 2) 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,I.. lop chord dead load and 5.0 p.s.I 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 = 1,37 Bath end wrucals are exposed. 3) Except as shown below, special connection(s) required to support concentraled load(s). Design of oonnection(s) Is delegated to the building designer, 4) SIMPSON H2,5,connectors recommended to connect truss to bearing walls due to uplift as folovsl Two each connectors at )oinl(s) 1, 3. asdSet ❑ 1 nr rrrh .v` . 1/!, r 14 .LOAD CASE(5) •. . '. eel � 1) Lumber Increase=1._15, Plate Increase=1'.15 �, . • . vl �. ••• �� Uniform. Loods'(Ibs per. n) • �`� Fes • Ven:1.2=-60.0,.23=-60.0 3-4=-623.3, 1-4=-623.3 t;, _ 20612 j - STATE 0= _ ''to t•11t1Ia•- 11Y 29 A WARNING V.,w deifgn•paraavtexe and rRLAD NOELS ON THIS i RLVLRSSRIDEiiii.USE- Deu, Ild for .se only wah Maek eonneclas: rhk deson Is bou only goon powmeten fhown, end 6 for on Ir•dl,x1--I building eomponen610 b Imlorbd o d boded verlkoee. APpaaoblitty of dedgn polgmelen and poDer lnoxt aolbn of component klesponstoilly of buading deslgnel - not LVft beslonel 8 a6lo0lshown k Id. bterdl sups o t of Ndlvkluol web me robed ootyr Addelcnot tempaary baeeq to insure W."y dwing pond lgcllo , k I" relponopety of the eleelcx. Additional permonent b4ce" 01 Inc overai drodlme k the Inpontbelly of the buecling dexIgner. For general guldonce, lego'dinQ lobrkglbn, guosly 46ti stwoge, delivery, ereoll,n and teoc". consult OSf•ae Ouollly Mandord. gsD-e9 Pacing, Sloeoftoll6k 0r I RID-91 M iTe k� kenos,, Inrlaelrw aM Irax,no Decommentlolbn ovoWoW jnp bola Mi. hrlsale, H3 D-0.1b p ". Medkon, WI 63719. Job (Truss (Truss Type IOty IPN EL_C C' COMMON 8 1 CENTEX 2546.EL,C S615708 -41�D8 6-215 � ta10 f- 73-t1-1 I ffi-2-g 33h8 a+aB b2-15 7-fat 7-Ia1 62-15 aloe 8.00 12 44 4 1 10 9 8 1 3x5 = 3x5 = 3x5 = 3x5 = 36 = 10-10-5 Is" 10.ta5 Plate Offsets (M): (1:0-0-0,0-0-6). 17:0-0 2;0-0.61 LOADING.(psn SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TOLL 20.0 Plates Increase 1,15 TC 0.85 Vell(LL) 0.22 1019 999 M20(20ga) 1941162. TCDL 10.0 Lumber Increase 1.15 BC 0.81 Ved(TL) 0.44 1019 878 SCLL 0.0 Rep Stress Ina YES WS 0,28 Horz(TL) 0.06 7 Na aCDL 10.0 Code UEi Min Length /LL deft =360 Weight: 165(Ms) iM8ER BRACING TOP CHORD 2.X 4 SYP No.2 TOP CHORD Sheathed or 2.11.15 on center pur in spacing. SOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid telling. direly applied, or B-9:6-3-0, 7-8:63-0, 1.1016.34, 9.10.6.3-0 WEBS 2 X 4 SYP No.3'Except* on center bracing. 10A 2 X 4 SYP No.2, 4-8 2 X 4 SYP No.2 WEBS 1 Row at midpt 10-4, 4-B REACTIONS tlbs/site) 1-1328/0.3-8, 7=1328/0-3-8 Max Hoa 1=242(load case 3) ' Max Uplift 1=-184(lood case 4), 7=-184(load case 4) FORCES TOP CHORD 1.2=.1641,.2.3=-1426, 3-4=-1426, 4-5=-1426, 5.6=A 426. 6-7=.1641 BOT CHORD 7-6=1354, 8.9=918, 9-10=91 B, 1.10=1354 WEBS 2.10=.381, 4.10=615, 4-6=615, 6-8=381 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,f bottom chord dead load, 100.0 miles from hurricane oceanline; on a category I enclosed building, o1 dimensions 45.0 by.24D with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) SI MPSON H2.5 connectors recommended to conneot truss to bearing walts due to uptiR as lanavvs. One cagnectm at joinl(5)1, 7. LOAD CASE(S) Standard `1s`ss5ls tt)sTrtrrgry,,,, c 205i2 STATE OF e ,Y-`,UNA11 h;lAY 2 9 '.-. I A WARNiN0 VenW dee(alTparnsnetere and'READ'NOTE9 ON THIS AND RLVl.R.96 SHK afiPORa Lwz. Deign valid loruF enly with, IWI eenneclarl, this dellpn b bOFed ." upen poromelen 110wn, orb k ron on FldwW.1 buading component to be WMINI InllOaed Ond boded verlboN• APPlieabkly Ol din powmelea and pope, bcppO,otbn of Oomponenl b Ieepon+Mll of bvlWing dmbner - nor huu desbnel. Bracing, drown k la brerol Support of MNldual web membea only. AddBblwl Iamppry bep Oecto WWI* pabaly durYq conrl,vatbn k the WIN en iesbOnabPBY,ohlne, ereeld. Addillcnei pe,menbng l ,ociOf the OvewB 16 the reFOonlbglyrof Ine buldhg Cnfi For general gubance ,egordW, fobrbotbn, gvONy cOnhoi +Iwoge, Ce Nery: e,ectbn and b,achp, OonFaa OST•48 Ovolay gandoid, 0911-119 Braanq SpeOlflcatlon, and NIB-91 iTe k® u....wn..,. wl.m,.......e e.erlw Begommendelbn ovabbb (rem by Role WlBute, M 0.Onoab DIM-Madifen. wt5a719, job Truss TrusType EL C I C1GE I STRSGBL, S. I P1 CENTEX 2546: EL.0 S615709I 3.31 a Feb 14 1997 MfTek Industries. Inc. Wed Mav 20 11:21.30 1997 Pace 1 n 0 -p10ia 6745 161-0 + 2311:Y H 32-24 4t8 o-to-a &2-t5 ]-101 7.10-1 8.2.15 0.1" 8.00 12 4x4 = 4 3x5 = 3x5 = 3x5 = 3x5 = 3x5 = f0.1U5 Plate Offsets (X,Y): (1:0.0-0,0-0-6), (7:0-0-2,0-0-6) LOADING (pst) SPACING 2-" CSI TCLL 20.0 Plates Increase 1.15 TC 0.85 TCDL 10,0 Lumbet Increase 1.15 BC 0.81 SCLL OG Rep Stressincr YES WB 0.28 ^40L 10.0 Code UBC-94 TOP CHORD 2X 4 SYP No.2 DOT CHORD 2 X 4 SYP Nc.2 WEBS 2 X 4 SYP No.3 -Except* 10-42 X 4 SYP No.2, 4.82 X 4 SYP No.2 .OTHERS 2 X 4 SYP No.3 REACTIONS (Ibsrsize) 1=1328/0.3-8, 7=1328/0-38 Max Horz 1=2420oad case 3) Max Uplift 1=184(load case 4), 7=-184(lozd cased) 1.2=,1641, 2.3=-1426, 3-4=-1426, 4-5=-1426, 5.6=-1426, 67=1641 7.8=1354, 8.9=918, 9.10=918; 1g10=1354 2.10=-381, 4.10=615, 4-8=615, E.8=.381 Io_" 10-10-5 DEFL (in) (roc) Vdel PLATES GRIP Ven(LL) 0,22 10/9 9ss M20(20ga) 1941162 Vert(TL) 0.44 1019 878 Horz(il) 0.06 -7 Na Min Length / LL den = 360 Weight: 301 (lbs) BRACING TOP CHORD Sheathed of 2.11.15 on center purlin spacing. SOT CHORD Rigid ceiling directly applied, or 8.9:6-3-0, 7-8:6.3-0, 1-10', 6-3-0, 9.10:6-34 on center bracing. WEBS 1 Row at midpt 104,4-8 NOTES 1) This truss has been designed for me wind loads generated by 75.0 m.p.h. winds at 25.0 feet above ground (ever, 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: one category I"enclosed building of dimensions -45,0 by 24;0 with exposure (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 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 MlTek "Standard Gable End Detall' 4) Studs to be fastened with 2x4M20 plates. 5) SIMPSON H2.5'.connectors .recommended to connect truss.10 bearing walls due to uplin as lollvvs: One connector at Joint(s) 1, 7, LOAD CASE(S) Standard G.Iprt paramel.r rind READ NOTES ON Tffi9 AND RE VERSE BIDE BEFORE USE. ay wnh Malta bonneclals, tali oedgn a bawd Only VI%n porameten drown, and a IV an bdWvol bvlldl f; 00mPonenl to be WE redleo3/. Appacalo y of design pawmelen and pope) lncapaaWn of component IfIesponsbMy of b0dhg desbnel - not bass ion 1 la ol suppod of kWNmembers ldual'web ems only, Addnbrwpw l lemory back o ID aaule ddbl0y dvling' condloclbn 4 lie bfm leela. Ad hlonol Ixetmonenl VOahg of the Ovelaa sliuOlVro k the r.ponilbNy of the bandkq ds<yner. Fa peeeiol gVbande gVotly,eonbd stooge, deevaq. woctbn aM brMng. c 'K Oaf -era Quality Wandold, 031114 111.0 p Speellkalbn, and RII.01 WIS171O. M iTe k® 1 ltoakw 0.eaommetMalion avolabMftom 1'.Pgleheroine, a, D'Orwabbwi. f,tedhpl{� Job Truss Truss Type City PM EL C CGE GABLES. 1 1 CENTEX 2546 EL S615710 Eagle fndustnes, tNOPLS. 13T s Dec 27 1996 MTek Industries, Inc. Thu May 29 1520:D0 1997 Page 1 402110 a 67-ta 1 10.10.5 1 161.0 I 21111 1 2666 { 32-2-D 3YpA blp 57.10 }bit a[ n --, -. „ --- — 8.00FI-2 41i4= 3 n Iy 3x4 = 2t4 n 4x4 = 30 = 1 62.15 _161-0 2111.I 32-2-0 62-15 7-10-1 7-10.i 62-15 LOAOINO(psf) SPACING 2-D-0 CSI DEFL (in) (loc) Vde6 PLATES GRIP TOLL 20.0 Plates Increase 1.15 TC 0.00 Ved(LL) 0.00 / "" M20(20ga) 249l190 TCDL 10.0 Lumber Increase 1.15 BC 0.00 VeR(TL) 0,00 / ••" BCLL 0,0 Rep Stress Incr YES WB 0,00 HOO(TL) 0.00 Na 13CDL 10.0 Code UBG94 (Matrix) Min Length /LL dell -360 Weight: 246(Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed BOT.CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied, or 10.00.00 on censer bating. -TIERS 2 X 4 SYP No.3 •Except• 3.8 2 X 4 SYP No.2 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 bated at midpoint. For studs exposed to wind, see MRek "Standard Gable End Detail". 4) Studs to be fastened with 2x4 M20 plates. 5) This Inrss has been designed with ANSI/IT 11.1995 criteria. LOAD CASE(S) Standard ••xo��ul'r�nCq Yh . 20612 -- STA IE OF e 'UNAL t%' ol• tiunuN ®WARMNO-_ V*rV fy deefgn parometen wd'READ: NOTEB ON THIS AND REVERSE SBIE BEFORE USE. Dmbn vo(d lo, me only wah Mdek cohneda, olha dedon a bowd onM upon p r1OM.teb Mown, bnd If for on bdMdupl bakdeq component td be h+lolbd okd boded vedbeky. APPlcobmY of dedbn PprOlnelell -10 Plopef hco "-lbn or component k .n"nslbmy of bvWlno dnbnel -not hua deibner. alocbg rhown,.t la 101e`-1 kupPOd of I dN/dvot web membea only. Addabncl lemporo, both; to hmw dobflY dmY10 oondmclbn k the rmp0;ubfat, of the mecld. Addator+ot Pelmonenl bfdcho of If ovapk +h.lme If the i„P4mEpty of the buad" detgner, lot penmen OulOoncs raooiok+p IpbrleclOiL goa0y een101, tlaape, debaly,"e,ecibn Pnd Wdcho, conrua OS7-aI cf.lay RPMord. DII-a4 kfocing fpeeekPllon, and HII-el MiTek® ,,,-rN Ire -I. Oetornmenddlbn PVPIobM f. mtrue Bdle kulaule, a a10'Onoeb 0,". MPdk .WI5371e. _..__. Jot Truss Truss Type Oy Ply EL C CL COMMON fi 1 CENTEX 2546 ELC S615711 Eagle Industries. INDPLS. 3.3T s Feb 14'1997 MRek Industries, Inc. Wed May 28 11:21:39 1997 Page 1 . to if 6245 I 161-d l 2111-i 1 32.2-0 alaa li 7.10.1 7.10.1 8.2.15 8.00 12 44 = 4 9 8 7 3x5 = 3x5 = 3x5 = 1010.5 10.5-6 +Pta5 Plate Onsets (x.Y): �1:8-0.0.0.0.6), J6:0-0-2,0-0-61 • -J LOADING (psQ SPACING 2-M TCLL 20.0 Plates Increase 1.15 TCDL 10.0 I Lumber Increase 1.15 BCLL 0,0 Rep Stress tncr YES RCDL 10.0 Code UBC-94 -TOP CHORD 2 X 4 SYP No.2 - BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 'Except- 4 92 X 4 SYP No.2, 4-72 X 4 SYP No.2 CSI DEFL (in) (too) Vde' PLATES GRIP TC 0.85 Ved(LL) 0.22 9/8 999 M20(20ga) 1941162 BC 0.81 Vii 0.44 9/8 878 WB 0.28 Horz(TL) 0,06 6 Na Min Length / LL dell a 360 Weight: 162 (Ibs) REACTIONS (Ibs/size) 1=1328/0-3-8, 6=1275/0.3-6 Max Hoa 1=248(load rase 3) Max Uplin 1=-184(load case 4), 6=•1670oad case 4) FORCES TOP CHORD 1-2=-1641, 2-3=-1426, 3'1 -1426, 4.5=-1426, 5-6=-1641 BOTCHORD 6.7=1354, 7.8=918, 8-9=918, 1.9=1354 WEBS- 29-381, 4.9=615, 4-7=615, 5.7-381 BRACING TOP CHDRD Sheathed or 2.11-15 on center punin spacing. BOT CHORD Rigid ceiling directty applied, or 7-6:6.3-0, 6J:63-0, 1-9:6.3-0, 8-9:6-3-0 on center bracing. WEBS 1 Row at midpt 9.4, 4.7 NOTES 1) This truss has been designed for the wind loads generated by 75.0 an p.h, vinds at 25.0 feet above ground level, using 5.0 p.s.f. lop chord dead load and 5.0 p.s.I bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, or 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 follows: One connector at joint(s) 1, 6. LOAD'CASE(S) Standard A WARN7N0 • d READ NOTES ON TH79 AND REVERSE 6IDE BEFORE USE. Dettgn void lot uw any with M170 000neclon. Ihk design a bOSM only upon pawmelea mown. and a IP on Indwuol bundho component to vittolled and boded ved"Ily. ApprkbbPy of destan paromelert and Popef hcapolallon of componenl 6lespontlbPay of buldhg desgner - not hint detionet. Siccing mown k, SO, l l ebPood of IndrvWugl web memberr only. Adoli'l l Temporary brochg to hwre M.Wy dwhg condluclbn Is IM imponslbnay of I" 4ilrcld. AddfI n6I Mwaror e.l broaPq ull of the ov,,, drucWrs k the rasponsbmly of the bdxq deer slon. for aenewl rdhlcagobance regpg Iabllbn, auaSlycorlirot efoioge. deeYery. elacllalt and WOChg. cantuft 057-M CLOMY SOMIad, DSI-Sit eroclrq 6Pealnaallon, and Mal � iTek° 9andiff. InttaNnd ne aerocinp SeaammendallPl avgbDM Ilam II1rY Polehdeule, 543 D'Onofrb Dltve. IAodtran. WI 53719. Job_ Truss.... Truss Type ON Ply EL_C G COMMON 1 T CENTER 2546 EL.0 S615712 Eagle industries,INDPLS: 3.37 a Dec 27 1995 Myfek Industries, Inc. Thu May 29 100:151997 Page 1 a.a 5 2 is" 167.14 1 31-0a 2f-toe U10-11 642 5-1-14 9.1-14 Y4[. v-nne 44 = 3 3x5 = 3x5 = 3x5 = 3x8 = is" Is" Plate Offsets (X,Y); 'LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (roc) Wall PLATES GRIP TCLL. 20.0 Plates'. Increase 1.15 TC 0.32 Ved(LL) 0.17 716 999 Ia20(20ga) 249JI90 TCDL 10.0 Lumber Increase 1.15 BC 0.63 Vert(TQ 0.34 7/6 731 BCLL 0,0 Rep Stress Incr YES WB 0.20 HDa(TL) 0.02 5 Na BCOL 1D.0 Code UBC-94 Min Length I LL dell =360 Welghl: I I$(Ibs) -LUMBER. BRACING 'Oro CHORD 2 X 4 SYP N0.2 TOP CHORD Sheathed or.5-4.4 on center puffin spacing. IT CHORD 2 X 4 SYP No.2 GOT CHORD Rigid ceiling directly applied, or 5-6:6-3-0, 1-7:6-3-0„6-T6.3.0 an center - "ESS 2.X 4 SYP No.3 bracing. OTHERS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7.3 WEDGE Left: 2 X 4, Right: 2 X4 REACTIONS (Ibs/slie) 1=881/0-M.5=881/03A Max Hoe 1=437(load case 2) Max Uplift 1=.126(load case 4), 5=-126(load case 4) FORCES TOP CHORD 1.2=-856, 2.3=-624, 3A=.624, 4-5--856 BOT CHORD 5-6=638, 6-7=638, 1.7=638 WEBS 2.7=-210, 3-7=464, 4-7=-210 NOTES. 1) This truss has been designed for the vrind loads generated by 75.0 m.p.h. winds at25.0 feet above ground level, using_5.0 ps.f, top chord dead load and 5.0 p.s.l bottom chord dead load, 1D0.0 miles from hurricane oceanline, on a category I enclosed bvilding, of dimensions 45.0 by 24.0 with exposure C (ASCE 7.93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end vertmals are exposed. 2) SIMPSON H2.5 connectors recommended to connect tw5s to bearing walls due to uplift as follo,vs: One connector at Joint(s) 1, 5, 3) This miss has been designed "In ANSIrMl 1-1995 cnteria, LOAD CASE(S)rStandard 205:2 _ - STATE OF _- 29 ,_-'7 .;&WARNING -V.,VV &.4pn parameters oi,d READ NOTER ONTRIS AND REVERSE SIDE BEFORE USE. r� `Design vowl.bt use only With Mllek connecton. Ink desgn k bpsed only Up , pommel-1I ho.'n, ned k IV on "IYdugl buedhg eomponenl to be LLB htt.rad Arid lodded vedlealty. Appacobllay 01 design pV.Me5eo and Proper, Ines Prnallon o1 component k lesp,enslbley of puaohg dedgnel - not boss deslgoet 6roe4p eha n Is fable al support or hdNi,l.V Web membe s only. Addabnal Ism Palary boclna to Cabaay dwhg Vo uhuelksn Is IM respomiboy DFIM trechx Addalonol permane I b ocV, of the overaq. ut6 lme 4 the rn;,Vn my of the buWhg' deilgner. For geneeol widanc, uegatdhg lopllcalbn Quallly oonhot Iiologe, deteery, eredbn and bocing, cortsvit O51 66 Opolay BOMetB, 06149 116,:I sg Zp fttrtlon, and BIB-91 MIT@ K® _... e...s.... e.,-.,,.......s.ew...,,.:wni,. tiom I..,, Rots uhtui*, w D'Onoeb D,Ns, Modkcn. W 150719. lab TNSS TNSS Type Oty Ply ELC 1' MONO PITCH io 1 CENTEX 2546 EL.C, 5615715 Eagle Industries, INOPLS. 3.3T s Feb 141997 M(Tek Industries, Inc. Wed May 28 11:21551 997 Page 1 66a 1 ti1141 Offsets (X,Y): LOADING (psr) 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 RCDL 10.0 Code LJBC-94 MBER TOP CHORD 2 X 4 SYP No.2 ROT CHORD 2 X 4 SYP No.2 WEBS 2 X 4,SYP No.3 *Except' 3-4 2X 4 SYP No.2 REACTIONS (Ibs/sine) 1=625/0.3.8, 4=625/03-8 Max Hoe 1=643(load case 3) Max 6plift. 1=-15(lud use 2)„4=-299(load case 3) FORCES TOP CHORD 1.2=-549, 23=-0, 34=-233 GOT CHORD 4.5=453, 1.5=453 WEBS 2.5=156, 2-4=-551 a -Da 7-1D13 WII 3 5 4 W II 3x5= 15-11-g sa3 7.fo-13 CSI DEFL (in) (lot) Odell TC 0.84 Vert(-L) 0.06 5/4 999 BC 0.38 Ven(TL) OA1 1/5 999 WB 0.38 Horz(TL) 0.01 4 Na Min Length / LL dell = 360 PLATES GRIP' • ,.• M20(20ga) 1941162 Weight: 92 (Ibs) BRACING TOP CHORD Sheathed or 5.4.1 on center, pudin spacing, except end verticals. SOT CHORD Rigid telling directly applied, or 1-5:6-3.0, 4-5:6-3-0 on center bracing. WEBS 1 Row at midpt 24 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 Psi. top chord, dead load and 5.0 p.s.f bottom chord dead load. 100.0 miles from hurricane oceanline, on a category 1 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 truss to bearing watts due to uplift as follo«s: One connector at joint(s) 1, 4. LOAD CASE(S) Standard 5� •''I S•T�p�O F� . 29612 • STATE 09 - _ 66 P ,`_ egr11111111•"`' ®WARNING. Verjrg design pars nefen and READ NOTE9 ON rWS AND REVERSE SIDE BEFORE DSE. Dedgn voMa log -ale only with MRek connecloa. Ink cation Is baud only vpon ga ometen nown, and Is foi,an'hdWVOl tnadhg eomPonenl to De hnoried and loaded vegficaey. APpfcobPly of design polomelen and gopet ercorlsaalbn of comport<nl Is tltponnbPly of burghg dmWn<I -not h n dationet, alachg st own Is fog blelal suPpo4 of "Nidual web members only, AOdMbnal lampagory btaeep to hsoe dobaty dveyp eonshootion Is the regpomlbMly of IM ereatol. Additional permongmt Moebg of the oveme nrvclvge is the 101,agne stay of the bvadhg riesling, fog general gulcan<a regoiding tabrlcallon, qi conical pagoda. deHsry, erection and urcalog, corn," Off -rip grlpOy.Rorldogd. ose-69 n.Orta Speclacolbn, and NU -el HM iTek® andling Mnollbg and 4aolrp eecammeMalbn ovabM m bfroImn Rota Irgd4ale. W O'OnoabMe, M DOd"n. WI $37fe. , Job Trvss Truss Type ay PN EL C 'IGE MONO GABLE S. 1. 1 CENTEX 2546 ELC S615716 Eagle Industries, INDPLS. 13T s Feb 14 1997 MTek Industries, Inc. Wed May 28 11:22:01 1997 Page 1 I stria tsi�a 2x4 I1 3 8.00 12 2x4 11 0 r �I 0 1... 5 4 3x5 = 2x4 a 2x4 11 I tsno Istt-0 Plate Onsets (X,Y): 11:0.0.0,0.0.61 LOADING (psf) SPACING 2-M CST DEFL (in) (loc) Udell PLATES GRIP TOLL 20.0 Plates Increase 1.15 TC 0.09 Ved(LL) 0.00 / "" M20(20ga) 1941162 TCDL 10.0 Lumber Increase 1.15 BC D.00 Ven(IL) 0.00 / "" BCLL 0.0 Rep Stress'Inct YES WB 0.00 Hoa(TL) 0.00 rVa PCDL 110.0' Code USC-94 IMatrix) Min Length / LL dell = 36D Weight: 127 (lbs) AMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed DOT CHORD 2 X 4 SYP No.2 DOT CHORD Rigid ceiling directly applied, of 1-5:6-3.0, 4-5:6-3.0 on center bracing. WEBS 2 X 4'SYP Not OTHERS 2 X 4 SYP No.3 FORCES NOTES 1) Gable requires continuous bottom chord bearing. 2) Gable studs spaced at 24 inches on center. 3) Gable studs exceeding 72inches length to be laterally braced at midpoint. For studs exposed to wind, see MTek'Standard Gable End Detail' 4) Studs to be fastened with 2x4 M20 plates. LOAD CASES) Standard . - 111t111111tt,FI •• EN STATE 1� 9G,cl'•�r�p1�1iP;'��•� "' "foot tttty. AW Ir:nY 2 9 ._:7 A WARMNO - V.rj jy deelpn parxf.t.n aM RLAO NOTES ON 7B7S AND REVERSE SIDE BL►DAL USE. . Desbn voad for tone only wah MRek Ganneclork Ink dedan Is bawd only upon powm.ten fhawn, arq k la on ktdNldual b-MihQ component to be hWE slolkd and boded ve4boM• APPAcabIlly of de igm parom<len no holiv hcaP>allon of aanponenl k respenslbMy of buW4q dragnet . not nuns desbnn. liocho shown of lot btelal suppod of etdNkfual web membeu only. AOoabnal Iempanoly pdchd to Insure eabRly dtulnp condrnclbn k the Iespen4blhy of the erecic. Adtlabnal pellnanenl tadeha oL,me awwtakuclun, of the refpombaly or the buW" eesgnei, Fot eenelal Ouaencs le0olding abltaallon, quony conliot. ntaraae, del ,y% eteclbn and baceq, edmua 011•a1 OualaY Pendant. 051-09'11eckrd iPecMatbn, oho NIF.91 iTek® NanaAW Imtalllrq and lroctrq aKommNMallOn ovabble nom V. Sale hatde64 nl, 1 D 0"h1* DIM. Modkon, Wt 63719. Job Truss Truss Type Oy Py EL C JGE MONO GABLE S. 1 1 CENTEX 2546 EL S615717 N r? (D a-10-0 2X4 n 2 1 5 4 2X4 N 2X4 II 2X4 = LOADING(pst) ' TCLL. 20.0 TCDL 10.0 BOLL 0.0 BCDL 10.0 SPACING 2-0-0 plates Increase 1.15 'Lumber Increase 1.15 Rep Stress Incr YES Code UBC-94 CSI TO 0.00 BC 0.00 WE 0.00 (Malri>r) DEFL (in) (lac) UdeO Ven(LL) 0.00 / '•'• Ven(TL) O.OD / ^•• Hom(TL) O.00 Na Min Length I LL deft =360 PLATES GRIP M20(20ga) 194f162 Weight: 53(lbs) LUMBER BRACING 'OP CHORD 2 Xd SYP No.2 TOP CHORD Sheathed JOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied, or 1.5:6.3-0, 4 56.3-0 on center bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.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 midpoint. For studs exposed to wind, see MITek "Slandard Gable End Deter. 4) Studs to be fastened vriIh 2x4 M20 plates. LOAD CASE(S) Standard ,Nl laal llltlll„I Q�EH W. [Oti12 _ U A WARNINO - Ver1(y deefpn paywrleten and READ NOTES ONYMS AND RE VERSE BIDE EEPORE USE: Design valid lot vie only wah MOek oonncelat. this desbn Is baced only upon paramelert Mwn. and If for an lndN ualbuldho component to be Installed ontl boded ve111c ly. App4cabMy of design palamelea and popes. hoofmallon of eemponent k Iesponsblhy of bulicho de .,nor - not Ilya desbner, 61oaho rhowh k Ip blmal rvppod of hdNldual web m•mbea only. AEdIne"I lempaOry bocln0 to Mule dpbay dvhq condruclbn k the IetpondbMy OI me eleala. AOdllbnal permpnanl blackq OI IM ovwal alOCNq k I" I-PontDaly Or the b-ldlno dedaner. Fos pensml auldance im regard" loblba9cm quarry eonllol daao., delvely, aeclbn and braeho. aalrua 061.66 Oaalay flandad, OSI-09 6laelno tp•a N1 wa .and 1416.01 - M iTek® Nondllno kalalltrp and 6lxlrq Reeommwgabn avabbM Isom Ilua Pale h<INai•, 643 D'Onahb M o'M. dC WI63710. Job Truss Truss Type pY Ply EL_C VSIS1. VALLEY 1 1 CENTER 2548 ELC S615718 Eagle Industries, INDPLS, 3.3T s Feb 14 1997 MTek Industries, Inc. Wed May 28 11:22:06 1997 Page 1 90-15 1 18.1-13 1 9615 e-615 4x4 = 3 3x5'. 2x4 N 2x4 It 2x4 II 34.J LOADINsf) (p SPACING 2-0.0 CSI DEFL (in) (loc) Udell PLATES GRIP TCLG L 20.0 Plates Increase 1.15 TC 0.00 Vert(LL) 0.00 / "" M20(20ga) 194M62 TCM 10.0 Lumber Increase 1.15 BC O.DO Vert(TL) 0.00 / •••• BCLL 0.0 Rep Stress"lncr YES. WB 0.00: Hamm) 0.00 Na BCOL ID.O Code UBG94 (Matrix) Min Length/LLden=360 Weight: 85'(lbs) LUMBER. BRACING 'P CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed 1T CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied, or-1-8:5.4:1', 7-8:641-0, 6-7:5-3b, 5-616-3-0 on OTHERS 2 X 4 SYP No.3 Icenter bracing. FORCES NOTES 1) Gable requires continuous bottom chord bearing 2) Studs to be fastened vnth 2x4 M20 plates. LOAD CASE(S) Standard A WA NO - WIVY deefyn p.r .t. o id READ NOTES ON TIUS AND REVERSE SIDE BEFORE USE. Demlom vom lot use only whp Maek corms hwl. Thk deegn b hosed only upon pa.ome,eb Nown, oho h 10,; on bdh4dO cl bvadlno componenl to be hf,omd end bbdotl vedlcohy. APalcobiley of Ee4on po.Omelen and pope. Incppo.olbn of componen, h ,espondbllhlr of bulidhq desbnel - not has. desipne.. e.cclnq Mown k tq Ictmol mpporl of IntlNldgol web membei, only. Addabnal lemppery b.acln0 to Insole doblilly du MD condmclbn k the ,e .nslbely or IM ereelot. Addit n l pefmanent bi.ing or the ovgpl huahn..k.lh..esponsluvty of Ibe bulglnq'Oedgne., For general quganw lepordlnq bbr ,A , q.My COnfi 1. slo oW, deNery. erectbn and dochg' conwh OSf-80 gwlhy MoMoco, DSLe9 fine1w Fpechtcollm, o.W Nls-91 M iTe k® kaMlingImlo,lln9oM S.bclp aKep.meMollon avobDb harp 11. Role h.lhvle, 583 D' Omhb I D.M. wn. WI63719. Job., Truss Truss Type Oty Ply �EL C VS1S3 VALLEY 1 1 CENTEX 2546 ELC S615720 � Eagle Industries, INDPLS. 3.3T s Feb 14 1997 MiTek Industries, Inc. Wed May 26 11:22:1 11997 Page 1 clad 1N9-0 slo-a 44 = 2 10.0o 12 N O i 7 Gtw.�`Ee1gLLliZX 4 3 3x5 ie 2X4 It US 11so LOADING ((psq. SPACING 2-0-0 CSIDEFL, (in) (loc) Vdefl, PLATES GRIP TCLL 20.0' Plates Increase 1.15 TC 0.00 Vetl(LL) QOD / '^' M20(20ga) 1941162 TCOL. ,10.0 Lumberincrease 1.15 8C 0.00 Ven(ft) 0.00 I ^'• BCLL GO Rep Stress Incr YES WS 0,00 Horz(TL) 0,00 Na BCDL. '10.0 Code UBC-94 Min Length I LL dell = 360 Weight: (Ibs) i VMBEIR BRACING ' CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed T CHORD 2 X 4 SYP No.2 �bTHERS 4SYP BOT CHORD 'Rigid ceiling directly applied, or 1,4:5.3-6, 34:6-3-0 on center bracing, 2 X No.3 FORCES NOTES 1) Gable requires continuous bottom chord bearing. 2) Studs to be fastened with 2x4'M20 plates. LOAD CASE($) Standard 111111ITf Ifgy yf1f w. �ayy''% Q�EN 20112 VV l 17 C = STPI`°OF r . fin. ®WARMNG - VerV(y de.(yn paro.me(<r. a READ NOTES ONTHIS AND RE VERSE SWE BEYORE USE. sv� Deign vosd for we only wBh Mnex commeo lon. Th6 de sqn If bawd only, upon polamelen shown. arA If lot an hCNb..I bu(dPp component to be Insfa*d and botled vedlcany. Applkabffny of des'on polomebd and poper hcorpolofbn of component If sefpomlDllay of buGdho desbnem - nol huff IN designer. Brach, Mew, if Ia 111.1.1 mppod of hdNlduol web members only. Addabnol Iempaaly bochg to lasul. aobUy du,LW tondwclbn If IM lefpondblllly or thebleolor. Addalonol pelmanenl'bbcho ofalro o of fhuclme Is the Ispome.Nnr' or th., b.WIm0'dedone1. sor General guidon.. iegoldllq I.b,IcalWn. gv.Wy cohhol lloroge, tleWe Y reaba'ontl bochg, coaraa O31•aa OwMY Condard: OSLae,hoefnp ip.cTCafIM, and 11I1-e1 iTek®. MarWllrq Imicaing end o hm R6a3 In=Inoecomm.rwalkn avabbb oTruro Rafe inn,"we, D-Onol bDiN., Madam. W1637le. Job Truss Truss Type OIYTIT EL C VSt S4 VALLEY 1 CENTEX 2546 EL.0 S615721 Eagle Industries, INDPLS. 3.3T s Feb 14 1997 MITek Industries, Inc. Wed May 25 11-..22.13 1997 Page 1 N 2x4 1i 415 415 44 = 2 2X4 it 2x4 n` o-s+o LOADING (psn 'SPACING 2.0-0 CSI DEFL (In) (loc) gde0 PL:ATE3 GRIP - TCLL 20.0 Plates, Increase 1.15 TC 0.00 Vell(LL) 0.00 / "" M20(20ga) 194162 TCDL 10:0 Lumber,Increase. 1:15 BC 0.00 Veft(TL) 0,00 / BCLL. D,D Rep Stress Ina YES WB '0.00 Hwz(TL), 0.00 Na t9CUL 10.0 'Code UeG94 Min Length / LL deli = 360 Weight: 34 (lbs) r UMBER BRACING )P CHORD 2X'4 SYP 1,10:2 TOP CHORD Sheathed OT CHORD 2 X4.SVP No.2 BOT CHORD Rigid ceiling directly applied,. or 14:5-4-1, 3-4:6-0-0 on center bracing. 2'X 4 SYP. No [FORCES FORCES 1) Gable requires continuous bottom chord bearing. 2) Studs to be fastened with 2x4.M20 plates, .LOAD CASE(S) Standard ®WARMNO -VerV v deeipn p.ra Iere and READ NOTEs Dedop valld lot we only with MDek connecto+. In% dedpmk ba IMIOald ontl boded vcdlcolly. App�oblllly o1 des4n pa.omelei oedoner. 61aclno shown k 1d ble.pl wPpoll of lndr,ldudl web s .a• mlbYly o1 Ine e.eolor. Addnbnol pomonenl b.odno or It .epo.tlbp lobNoollcm. q..My conbot d-oge. tle Nery: enictbn ( if-dll. lr,.WUr ontl 2,.Ino 9ecunmervfdbn avoYeb4 M1em 11 IN THIS AND REVERSE SIDE HEIORE USE, ed only upon polomelen dawn. orW k to on bdl ontl pope. InmMolion of eomponenl It Imponflo mben only. Addle nol lempo.grY boclnp 10 InN.e overot 111Votulo b the .epohdDVaY of the b.saim cons." I rote_ sat wl eve®®®s® bulklbo component to be twrgNo oe lgner - not llu,, ly du.klp Bondwc1bn k IM peel oerm. pnklance a q'6Peelncollat,a.MNIPe1 PA:Y�1,0 'Job - Truss Truss Type Oty Ply EL C VS1S5 VALLEY 1 1 CENTEX 2546-EL.0 S615722 Eagle Industries, INOPLS. 3.3T s Feb 14 1997 MiTek Industries, Inc, Wed May 26 11 t22:15 1997 Pagel. x-62 I su N lV N 2X4'. (pso I SPACING 2,0-0 20.0 Plates Increase 1.15 100 II11 Lumber Increase 1,15 0.0 Rep Stress Incr YES 10.0 Code UBC-94, 1 UMBER' p CHORD' 2 X 4 SYP No.2 jT CHORD '2X 4 SYP No.2 OTHERS 2 X 4 SYPNo.3 FORCES NOTES 1) Gable requires continuous bottom chord bearing, 2) Studs to be fastened wdih 2x4 M20 plates. LOAD CASE(S) Standard 2b2 aa2 44 = 2X4 Ir }4l aaa C51 OEFL (in) (loc) Vde6 TC 0.00 Ved(LL) 0.00 / BC 0,00 Ven(TL) 0.00 / WB 000 Hort(TL) 0,00 Na Min Length / LL dell a 360 ( 2X4 � PLATES GRIP M20(20ga) 194/162 23 (Ibs) BRACING TOP CHORD Sheathed, BCT CHORD Rigid ceiling directty appiled, or 14:54.1, 34:6-0-0 on center bracing. d S7111 t l l lglyy vd; c4* No 205')Z �::ri 1FI Wr1151e1j1y/ , ®WARNING-Vcr-M eelgrt pdramrlen and R&W NOTES ON THIS AM REVERSE SIDE BEFORE USE. ..0 DtnIon volld bl are onty wfh Mdek conneclas. 1hk design k b,0 eC only upon pdromelerF shown, and k tow on hd Mduol bulWNp component to be WE I, ici*d and boded ventaM. ApWbobllty of design paromel<n end propel hcappolbn of component k ietponslbMY of bv1Whg dmlgnel - not truss MIS deOorhn Bracing thown k to, bteml w0pod of wlducl web member only. Addrtlenol lempacry bochg to intme doblllly'du," ohob.clbn k the retponYblllty of the ehhoUh. AddNbnal permanent 61 VNF o1 NM ovNol shuclrrwe k 1M lmgonslbblY bt she buw" dant-gne .Fos genital guWonce regoiding tatorbotbn vo K, control dotage, deWeny, mectbnbnd bbdhp, consulPOS1-1a gwlNy Aondard;'p51.89livalrq Ipe vwc lbn, and Nil-Vl � iTek® Nnnaum bvr,, nw Irxrb VetemmetWallmavebbW horn tsv egle brlNWe. Sa3 D'Onelib l D,, Mdben. oW163719. Job Truss Truss Type Off, Ply EL_C V5156 VALLEY 1 1 CEMF)(2546 EL.0 S615723 Eagle Industries, INDPLS. 3.3T s Feb 141997 MTek Industries, Inc. Wed May 2811 t22:161997 Page 1 1�15 ( 2-1-13 1 iAls -01� 10:01 12 3x = N 0 0 py ahhv Yb� F 1 3 2x4 2x4 . 2.1-13 2 1-13 i Plale Offsets (X;Y):12:0-0-0,0-2-2] LOADING (psf) SPACING 2-0.0 CSI DEFL (in) (roc) Udefl PLATES, GRIP TOLL 20.0 -Plates Increase 1.15 TC 0.00 Veft(LL) 0.00 / "" M20(209a) 1941162 TCDL 10.0 Lumber Increase' 1.15 BC 0.00 Veil(IL) 0.00 / "" BCI.L 0.0 Rep Stress Incr YES WB DAO Hom(TL) 0.00 Na nQDL 10.0 Code UBC-94 Min Length / LL deft = 360 Weight: 7 (Ibs) 'FIBER BRACING GOP CHORD X 4 SYR N0.2 TOP CHORD Sheathed DOT CHORD 2 X 4 SYP No.2 DOT CHORD Rigid telling directly applied, or 1-3:54-1 on center bracing. FORCES NOTES 1) Gable requires continuous bottom chord beating, 2) Studs to be fastened wilh 2r4 M20. plates, LOAD CASE(S) Standard 4n 20612 srA;ppF) p .` f 11,rt 11,1,1 AWARN7NG - VerW deeign pasamefese and RLAD NOTES ONTMS AND REVERSE SME Br"R6 [ME. Desbh.vond for to only wsh MRek eonnealom 1h6 deslon 6 bored ont(upon prnomelen shcwn, aM k for an ho.,%ed and boded verlbaAy. Applkabmr Mlly of dpn perom.l.ii and pope) 1n p*,a,bn of component k ie,po deslgnel. &ocing showrs4 for'Welol suppod. of MWId6ol web members onry. Adtlabnal,nmpwory braobg 10.bs iespondblMy of IM ejector. Addtlbnol petmonen, Mochg of ,he' ovMob[fn,clore k the iesppmblWy of lhe'boP �eoolakg bDncolbn, auoNr eonllol. {IpagO, de Very:.,solbn a" b,oc", c.,vd Q$T-0 0vo14y Mand.id; DF1 u..u.m....6..ifsreekle Oieommw:4dlbnavehbM 6om Trutt Glare kmMvle. 583 D-Ononb Dove. Modkon. WI virding component to be uYtling dmlgner l hvu during condiuCtbnrtok rM1e et, For general gvsdonce 5f»etllec,lon. e,� 11,11.91 M iTe ke Job , I Truss Type City Ply EL C VS2SI VALLEY 1 1 CENTEX 2546 ELC 5615724 Eagle Industries,. INDPLS. 3.3T s Feb14 1997 MITek Industries, Inc, Wed May 28 11122:20 1997 Page 1 t 3S6 61613 I }S6 3 S7 4A 2 2x4 �, 2x4 it - 2x4 0 sta�3 ... LOADING lost) SPACING 2-0-0 CSI .-� bEFL (in) (roc) Utles . - PLATES GRIP TCLL 20.0 'Plate; Increase 1.15 TC 0.00 Ved(LL) 0.00 / ^^ M20(206a) '194/162 TCDL 10.0 ,Lumber Increase 1.15 BC 0.00 Vee(1L) 0.00 / - BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 Ida BCDL 10.0 Code UBC-94 Min Length /LL deg 360 Weight'28 Qbs) LUMBER BRACING ' CHORD 2 X 4 SYP No.2 TOP CHORD' Sheathed f CHORD 2 X 4 SYP Ne,2 BOT CHORD, Rigid ceiling directly applied, or 14:5-4-1, 3.4:6-0.0 on center bracing. 'OTHERS 2.X4SYPNo,3 FORCES NOTES 1) Gable requires continuous badom chord bearing. 2) Studs to be fastened with 2x4"M20 plates. LOAD CASE(S) Standard r 2Q5/2 TATq ®WARMNO - Ver(jg de rtgn ps rametexe and READ NOTES ON THIS AND RE VERSE SDM BEFORE VSE. benign volid ro, une onfy wan Miles ccnnecton. the design h,t oted only. upon pmomelert drown, Ord Is Id an Ind Nldinl bvlding component to De N Installed end. boded' vertically. Applleablay of design PofameleR and pope, heorporaliori dt componenl Is iespondbally of building denlone, - not deslgnm siccing shown Is for Metal support of Frdwiduol was, membat oray, Addabndl Iempoiary Wooing to hwro ilebaay su Ytg condmclbn s the ronponslbally of the ere,cld. Addabnbl permonehl bracing gl the everol'tbactme le therelpM-IbtayVing ohe bvbdenbnel. For Oanawl gaponce ,egordaW bbi"lien. QVOIIy conboz dwage, delvery. Neclbo and tooce" domus OA--0O OwIRy voMbr4; Ofi ee Imerog $P Incotion, end HIL.01 A ® HOndllne Iviglllrq oM IrscIn,, IetommeMolbn avolobb,from truss acts Int111ute,643 D'Olwnb Olve, Mo~n. Wt53719. � iTek