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Home My WebLink AboutTRUSS SPECS - 08-00049 - 277 Pollard Ave - New SFR0800049 277 Pollard -Rockwell 07 1-1 3-0-0 29-0-0 CD Q s 1-1 3-0-0 29-0-0 —.rcn71—rn '. Bunn. rnuo....— b1n9fell l/ ZW4 MI I er IIIneres, mC. IIN Mal l/ V045:4 r LW5 Pagel a 76.4 14-" 21-5-12 2900 31-00 r i 764 6-11-12 6-11-12 7-6-4 2-00 $.Is 154.6 M"m= C 1 IW M12011 ml 15x.4 Mill 11 764 14&0 21-5-12 2900 764 6-11-12 6-11-12 7.6-0 Plate Offsets (XY): fA0.1-I Nss leas Tyn E = 14361)68 elel9 -Lot oc OC a nn 09059,05 Al Hl 101, IN, 9 1 DEFL in (lac) W W PLATES GRIP TCLL 33.0 Job Reference lentil —.rcn71—rn '. Bunn. rnuo....— b1n9fell l/ ZW4 MI I er IIIneres, mC. IIN Mal l/ V045:4 r LW5 Pagel a 76.4 14-" 21-5-12 2900 31-00 r i 764 6-11-12 6-11-12 7-6-4 2-00 $.Is 154.6 M"m= C 1 IW M12011 ml 15x.4 Mill 11 764 14&0 21-5-12 2900 764 6-11-12 6-11-12 7.6-0 Plate Offsets (XY): fA0.1-I l Edpel, F.ID-1-11.Edge) M:04-00301 1253M1eclNnW E = 14361)68 Max Harz A - LOADING(pst) SPACING 29.0 CSI DEFL in (lac) W W PLATES GRIP TCLL 33.0 Plates Increase 1.15 TC 0.61 Vel 021 A-) 19W 240 M1120 197/144 TCDL 7.0 Lumber Inaease 1.15 BC 0,59 Vel 029 A-1 X999 240 BCL. 0.0 Rep Stress Ina YES WB 0.93 Horal 0.10 E We Be BCDL 7.0 Cade IRC21J03r1P12002 (Mal Weight 106N LUMBER TO CHORD 2 X 4 SPF 1650E 1.5E SOT CHORD 2 X 4 SPF 1650E 1.5E WEBS 2 X 4 SPF SW13W BRACING TOP CHORD SIn1CWr41 wood sheaf directly applied m 3.9.12 oc purfns. BOTCHORD Rigid milling all applied or 7-0.14 oc bracing. 1Roxat0dpt B-H REACTIONS (INSIze) A = 1253M1eclNnW E = 14361)68 Max Harz A - A89(Iad can 6) Max Upift A = 598(load can 5) E _ .719(Imdam 6) FORCES (lb) Manrvxn Ca pranmma+fimm Tension TOPCHORD A -B = -7172/1021 B -C = -1537/717 C -D = -1535726 D -E _ -222076 E -F = OBB BOTCHORD A-1 =996x1920 H-1 = W1920 G -H = -73411867 E -G =-73Mi✓B7 B -I = -1312G7 WEBS C -H = 4651766 D -G = -117261 BH = -77615109 D -H = -717/464 NOTES 1) unbalanced ref Ne all have bean considered fix this design. 2) Wind: ASCE 796; 9WO: h=251t TCDL=4.2psf, BCDL-0.2psf, Calegay 11; Exp C; exksed; MWFRS gable end zone; carlgever M and right ahylsed; porch Marg right exposed; Lubber DOL=1.33 plate grill DOL=1.33. 3) This buss has been designed for a 100 psi goal Brad We land nalarxunmtwith any all Pre bads. 4) This buss requires pall inpectien per the Tool Count Mail wfim tds buss Is dl for quality assuranceinspection. 6) HOW to g1rder(s) fm Cuss to truss connection. 6)Provide mechanical connection (by otters) at buss to bel Wale mpable of wittstandi g 596 Ib upift al)dntA and 719 isuplift atjdnt E. 7) This has Is designed in a000ldance with fire 2003 Intal ral Residenfial Cade sea" R50211.1 and R802.102 and referenced sanded ANSViPI 1. LOADCASE(S) Stoll 2-00 14&0 4M 4120= ."co S..p l 12976 MU BR n crGurBS. Irro. nN M0f1/Utl:itl:ptllWb YBQ01 ��7471. 2-00 Scale=1:57.1 Sa6M20= )d LOADING(PSISPACING TOLL 30.0 TCDL 7.0 BCU_ 0.0 BCDL 7.0 'us' 455 yBB y y BL B B BIINB -Lot BL JIG 0305&O5 A1GE FINK 1 1 TOPCHORD 2X4SPF1650F1.5E hb Relerence J.Ifior.d 2-00 14&0 4M 4120= ."co S..p l 12976 MU BR n crGurBS. Irro. nN M0f1/Utl:itl:ptllWb YBQ01 ��7471. 2-00 Scale=1:57.1 Sa6M20= )d LOADING(PSISPACING TOLL 30.0 TCDL 7.0 BCU_ 0.0 BCDL 7.0 2-09 Plates Increase 1.15 Lumber Ica 1.15 Rep Shescas YES Code IRC20031MI2102 CSI TC 029 BC 0.10 WB 0.15 (Matrix) DEPL Vert(LL) Ved(TL) H=(TL) in (loc) Ydeft .005 Q nT 0..06 Q rd 0.01 P Ma Ud 121 80 Ya PLATES GRIP MII20 197/144 Weight 1324 LUMBER TOPCHORD 2X4SPF1650F1.5E Max Uplft TOPCHORD WEBS BOT CHORD 2X 4 SPF 165OF 1.5E W = -Wked case 6) J.K =F11163 I -X =-13281 OTHERS 2X4SPFStudGd V = -75(bad case 6) K -L = 811115 H -Y = -15481 U = -71(ioadcass 6) L -M = .61/118 G -Z = -14850 BRACING P = -1580oad cede 6) M -N = 1941 F -AA = -14867 TOP CHORD T = 66(bad case 6) N -O = 4424 EAB = -1471B5 Structural wood Sheabning di2Wy appion a 60-0oc 5 = 94(badcase 6) O -P = -7518 DAC = -15496 purrins. R = -19(badcase 3) P -Q = G66 GAD = -13183 BOTCHOtD Max GW BOTCHORD J -W = -15VR Rigid ceiling direc8yappled or 10-09 cc bracing. B = 332(badca%1) BAD =0158 K -V =-14892 X = 16000adcass 1) ACAD = 0158 L -U = -14887 REACTIONS (lb/aze) Y = 182(bad case 7) ABAC = 0158 WT = -147M B = 332/2400 Z = 176(badcass 1) AAAB = 0158 N -S = -15496 X = 160/29-00 AA = 1770badcase 7) Z -AA = 0158 O -R = 43162 Y = 176000 AS = 1710cadcass 1) Y -Z = 0158 z = 17619x0 AC = 194(Iwd case 7) X -Y = 0158 NOTES AA = 17729-00 AD = 1230cad case 7) W -X = 0158 1)UnbalanoWna ffnalcadelavebeon AB = 171/29-00 W = 182(aad wee 8) V -W = 0158 considered for this design. AC = 194M00 V = 1760bzd case 1) U -V = 0158 2) Wdd: ASCE 798; Bon": tr=2511; AD = 12329-00 U = 1770oad case 8) T -U = 0168 TCDLm4.2psf. BCDL=4.2st Category ll; E)p W = 17629-00 P = 332(badwm 1) &T = 0158 C;endowd;MWFRSgadeendwnB; V = 17629-00 T = 1710badcaad 1) R -S = 01158 canhlexg- left and rightexpcsed; porch left and U = 177@8-00 S = 1840bad case 8) P -R =0'158 Fight exposed; Lumber DOL -1.33 pate gap P = 3322400 R = 123(Icadcass 8) WEBS DOL -1.33. T = 171290,0 I. Ii the plane sdlovAnd S = 194/2900 FDRCES(Ib) HY =-15481 of��s� ash eek"Sta R = 1232900 Maarum C«npessiaM knia Tendon G -Z = -14890 MTek'StantlaN dard (Gable Max Herz TOPCHORD F -AA = -14BW EndDebloe).see B =-172(bad rase 6) A -B = 068 E -AB = -147/85 4) Tills truss has been designed We 10.0 psi Max Uplift B -C = -14560 DAC = -154% bottom dead Fre bad nanwnta8er11 win any B =-125(bad case 5) C -D = -106% CAD = -13181 otherikabads. Y = 64(badwse 5) D -E =60112 J -W = .15W7 5) Al plates are 1.5x4 M1120 unless othwhse Z =-73(lwd case 5) E -F = 41/139 K -V = -14892 dc&aled. AA _-71(badwse 5) F -G =.51/165 L -U =-14087 6) This buss requires plate inspection per the 85(bwd dead 5) G -H = 61/193 M -T = -147/85 Tooth Cont Me nod when the take Isdrosen AC = 94(Ioadcase 5) H-1 = 51213 N -S = -154196 M quality assurance Inspection. AO =-18(badrass 4) IJ = 81205 O -R = -13182 7) Gabe requres canlinuous bottom chord Continued on page2 beaing. N55 N88 yp¢ y y 00 a ¢¢nne O ack 13 09058-49 A1Gf FINK 2 i Joh Reference 'W.1) nmc wcs JIUMV �Aua), iIJAno rAua, uJ uaaVG 0.1008 Sep 9 2004 MIT¢k lNusiree, Inc. Thu Mar 17 00:19402005 Pape 2 DOTES 8) Gabla studs spzoetl at 200 a. 73 20031ntxn R5G2.11.1 ANSVIPI LOAOCASE)S) Shndwd uprdatjdnt Job N99 T.W. ypey DEFL In (W) Wal Did y O¢ we B Bnn10 -Lot Block 0305&05 A2 SCISSORS 0 1 TCDL 7.0 Lumber Increase 1.15 BC 0.66 Vet(L) 0.75 J -K > 240 JOG Reference (optional) o,rry rrcar rwnn�rnua/, rvnrw rniw,www[ O.1W9dep1/LVII4 MI,¢I[,MY6,n08, I11C InY MB, I/Vtl:<tl:]U (VW YB9¢1 •2-0-0 , 535 9-10.10 14-M 1616 23-8-11 2960 31-0-0 2-00 536 4-76 4.76 4-76 4-76 535 260 S¢¢I¢=4:58.1 k B 08 WIN -- 3x4 M1120i 3x9 M1120Q 650 12 p F W2 W2 1.5x4 MIWW0 3 15x4 MI120o O 4 G K 8x81,1120= 76-15 L 3x4 MIIW0 100F1_2 611-1 215-1 611.1 J 3xd M1120C t&SP H LOADING(psg SPACING 2-0-0CSI DEFL In (W) Wal Did PLATES GRIP TOLL 30.0 puts$Increase 1.15 TC 0.36 Vert(ILL) -0.43 J -K X802 240 MIIp 19711M TCDL 7.0 Lumber Increase 1.15 BC 0.66 Vet(L) 0.75 J -K > 240 BOLL 00 Rep Stress Ina YES WB 0.39 H02(TL) 0.54 H Na rya BCDL 7.0 Code IRC20D02IPI2102 (Mark) Weight 1051b LUMBER 7)This truss is designed in aaa2danoe v& the TOP CHORD 2 X 4 SPF 1650E 1.5E BOTCHORD 2003 International? Restlendal Code sections BOTCHORD 2 X 4 SPF 165OF 1.5E B -L =-16889!x'9 R502.11.1 and R802.102 and aferenced sbndad WEBS 2X4SPFSIuWW ExoV K -L = -13063123 ANSVIPI I. W12 X 4 SPF 16EOF 1.5E J -K =-11053123 HJ = -1368'd539 BRACING WEBS LOADCASE(S) TOP CHORD E -K = 80522x9 Standard Structural wood sheeting dsectiy, applied or 338 oc C -L = -274/165 puntins. D -L =-292AJ73 BOTCHORD D -K = -721/474 Rigid calling dimly applied a 558 cc Lancing. F -K =-721/480 FJ = 301(373 REACTIONS (Ib/size) G -J = -2741176 B = 14261058 H = 14261058 NOTES MaxHw 1) Llnbaarnced laG( vol, keds Fera been considered B --1700ad case 6) for Ws design. Max Uplift 2) Wind: ASCE 788; WOnph, h-2511, TCDLa.W,, B =-716(Lredc3se 5) BCDL-0.2psf, Category ll; EV C; enclosed: H =-716@oad Case 6) MWFRS gable and zone; nntllever0 and right expcxsed; porch left and right exposed; Lunte- FORCES Qb) DOL=1.33 plate gip DOL=1 M. Mamlum CanpassanMbarrun Tension 3) TNs Axis Lass been designed for a 10.0 psi TOP CHORD bdlom Thad Na load norcon urrantMWh artyodxr A -B = 064 Fre loads. e -C = 399021824 4) This Wass requires plate inspection per the C -D = _16411725 Todh Count Medlocl Wm Nis Was 6 cirraenb D -E = -272921144 qualityassuranmhspecdon. E -F =-272921161 5)Boating atjoings) B, H matters parallel to F -G =3554/1557 grain value using ANSVfPi t angle to gain G44 = 3913021864 fonrnula. Bultlrg designer should yetlyCapacity, of H-1 = 064 bearing surface. BOTCHORD 6) POWsmadanial connection (by others) Of B -L =-16883539 base to bearing plate Capable ofvAgnstrandiig 718 K -L =-13083123 R) uplift atpini B and 7166 uplift atjoint H. J -K = -11053123 HJ = 4368(919 —von=, u—• _'. nnv— ..... .... c.mos a¢pI — mnen Inoue.......... inu...e..1 ............. ,. -2-0-0 69.4 130-0 192-12 2600 2800 I I 2-0-0 694 62-12 62.12 694 2-0-0 Scale=1:62.0 V (7 3r4 MIS= 34 Mi 3x4 MIi 1 6103 17-1-13 i 260.0 LOADING(pso SPACING TCLL W.) Planes increase TCDL 7.0 Lumber lnciame BOLL 0.0 Rep Stress Ina BCDL 7.0 Oade IRC2W3rrP LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2X 4 SPF 1650E 15E WEBS 2X4SPFShxLSe1 BRACING TOPCHORD SN1cLlral wood sheathing chn oty applied a4-73 oc purlins. BOTCHORD Rigid ceiling directly applied or 80-2 Be bracing. REACTIONS (Ibrslze) F = 286056 B = 12911038 Max Ham B - .158(kad rase 6) Max Uplift F = 655(Iced case 6) B = -651(badam 5) FORCES (lb) Madmum DanpasiaNvtatihum Tencah TOP CHIX D A -B = 067 &C = 1848045 .1681644 D -E = 46757 E -F = -1835N3W7 F -G=0 BO 68 BOT CHORD BJ = -7?3`1638 = -015`1106 H- H -I = 4161108 F -H = 618'1627 WEBS CJ = 446I<'GO DJ = 4C6598 D -H = 398632 2-M IYEE ouk yp0 '/ )' OC W¢ ¢Bn Pa 0 Block OJ05&OS BI FIM( 10 1 """ 240 M112D 1971144 1.15 BC 0.44 Ver(TL) Job RelOrence o Ilona) —von=, u—• _'. nnv— ..... .... c.mos a¢pI — mnen Inoue.......... inu...e..1 ............. ,. -2-0-0 69.4 130-0 192-12 2600 2800 I I 2-0-0 694 62-12 62.12 694 2-0-0 Scale=1:62.0 V (7 3r4 MIS= 34 Mi 3x4 MIi 1 6103 17-1-13 i 260.0 LOADING(pso SPACING TCLL W.) Planes increase TCDL 7.0 Lumber lnciame BOLL 0.0 Rep Stress Ina BCDL 7.0 Oade IRC2W3rrP LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2X 4 SPF 1650E 15E WEBS 2X4SPFShxLSe1 BRACING TOPCHORD SN1cLlral wood sheathing chn oty applied a4-73 oc purlins. BOTCHORD Rigid ceiling directly applied or 80-2 Be bracing. REACTIONS (Ibrslze) F = 286056 B = 12911038 Max Ham B - .158(kad rase 6) Max Uplift F = 655(Iced case 6) B = -651(badam 5) FORCES (lb) Madmum DanpasiaNvtatihum Tencah TOP CHIX D A -B = 067 &C = 1848045 .1681644 D -E = 46757 E -F = -1835N3W7 F -G=0 BO 68 BOT CHORD BJ = -7?3`1638 = -015`1106 H- H -I = 4161108 F -H = 618'1627 WEBS CJ = 446I<'GO DJ = 4C6598 D -H = 398632 2-M CSI DEFL in (loc) Wel Ud PLATES GWP 1.15 TO 0.46 Velt(LL) 0.20 B -J """ 240 M112D 1971144 1.15 BC 0.44 Ver(TL) -031 BJ 1993 240 YES WB 051 Herz(TL) 0.07 F No Na 20 (Matrix) Welft 94m AS E -H NOTES 1) Unbalanced red Pae Inds Igoe bale considered "isciesign. 2) Wnd: ASCE 7-98; Berl h-2511 TCDL=42psf, BCDLM.2psf,Calegory II; Exp Qerdosed; Ml gable endzahe;canbleowleft and tight ecrosed ; porch left and ridaxpwed; Writer DOL=1.33 plate gfp DOL -1.33. 3) This has has bcendesiitned fora 10.0 mf boi9rn chord P.re bad nahnrhgnerli any other Me keds. 4) This truss requires plate inspectim per the Teeth Count Me" wheh his truss's coal for quafdy assuranceInspection. 5) Provide rneegnial correction (by others) of Wm tobel plate apatite ofwt stamp 655 Ib uleld at joint F and 651 Ib upBt at'pnt B. 6)This buss is designed in accordance wtlh the 2003 htan2ticnal Residential Cafe sectors R502.11.1 and R832.10.2 and referenced standard ANSVTPI i. LOAD CASE(S) Standard to 0 ru99 Twos ypey TOPCHORD y OC WB C anniB -Lot Block 030590 BIGE FINK 1 1 DEFL in (loc)Vdet B = Lid PLATES GRIP TCLL 30.0 Jab Relerence (optional) cmu vvca i {w nu rn w/, u—nu r-0. IU nnaoa JA 5.laas asp 172W4 Mi I 9K IMUSN99, Inc. I ou Mar 1/UM4ti Ol( bFete 1 -2-0-0 I 13-0-0 2600 2&0-0 2-" 13-0-0 1300 2-00 sole =162.01 1 4x4 ki 1.5W M12311 H ._.....�.,. 194 MIWII 1.94 MIM 11 1.5x4101120 II 5x6 Nlll 0— 194 MOD I I 7 6W rom it 15W Mhw 11 19410112011 15W M120I l 1.6x4 MEM 11 194lan011 1v Plate Otsets V:Y): IU030,0301 Mawrum TOPCHORD TOPCHORD S W cNral wood sheahirg dimt9y appled or BO -0 on purlins. = OE6 BOTCHORD LOADING(PSO SPACING 2-M CSI DEFL in (loc)Vdet B = Lid PLATES GRIP TCLL 30.0 Pbtes Increase 1.15 TC 029 Ved(LL) -0.05 O rely 120 M1120 197/144 TCOL 7.0 Lumbertrraease 1.15 BC 009 Ved(TL) 0.06 0 at W R = BOLL OA RepSirmincr YES W8 0.12 H=(TL) 0.01 N We Na B = BCDL 70 Celle IRC20DYfPY2002 (Mahe) N = -162(la Ca% 6) B = -131(loadcasy 5) Wight 113 lb LUMBER TOPCHORD 2X45PF 1GAF 1bE BOTCHORD 2X4 SPF 1650E 1.5E OTHERS 2X4SPFSLdSb BRACING Mawrum TOPCHORD TOPCHORD S W cNral wood sheahirg dimt9y appled or BO -0 on purlins. = OE6 BOTCHORD = -122/61 Rigid ceiling directly applied a 10-0-0oc bracing. REACTIONS (Ib/sae) N = 338'2600 B = 338"28110 U = 160/2800 V = 176@600 W = 177f2600 X = 117412600 Y = 1B1/26110 Z = 171/26110 T = 17&2600 S = 177312600 R = 174311600 O = 181/4800 P = 171/2600 Max Harz B = -158(badcase 6) Max Uplift N = -162(la Ca% 6) B = -131(loadcasy 5) V = 6,5(bad lase 6) W = -74(bM cone 5) X = 65(icad case 5) Y = -90(load case 5) Z = -27(bad tear, 4) T = -Mload case 6) S = -76(bad case 6) Max Uplift R G P = MaxGw N = B = U = V W = x = Y = Z = T = S = R = 0 = P = 1650aadlase 6) -90(" case 6) -25badcase 3) 3380mdrase 1) 3380oadcase 1) 16owcase 1) 1820adcase 7) 1770cadcase 1) 175Wcarse 7) 181wcase 1) 171(bad ase 7) 182(bad case 8) 177(Kedcase 1) 17(Icad reser 8) 181(lcedcase 1) 1710oadrese 8) FORCES (lb) Mawrum CwrpreesioM4aarum Tension TOPCHORD A -B = OE6 B4; = -122/61 C -D = -73193 D -E = 61/118 E -F = !1/145 F -G = -611172 GH = .61/183 H-1 = .61/185 IJ = .61/142 J.K = .61 19,1 K -L = 61/52 L -M = -6027 M -N = .800 N -O = 0156 BOTCHORD B -Z = 01145 BOTCHORD Y -Z = 0/145 X -Y = 01145 W -X = (11145 V -W = 01145 U -V = 01145 T -U = 0/145 Sot = 0'145 R -S = 01146 PR = 01145 P-0 = 01145 N -P = 01145 WEBS H -U = -132'0 G -V = -154182 F -W = -14M EA = -149% D -Y = -144191 C -Z = -163162 I -T = -154179 S = -14&91 K -R = -149W L-0 = -1401 M -P = -163181 NOTES 1) Unbabncad mot Ne I W ds have beer oonsidered forthisdesign. 2) Wnd: ASCE 7-98; 9Dmph; h=2it TCDL74.2pst BCDL=4.2psf, Category, ll; Exp C; enclosed; MWFRS gable and zone; cantilever left aid right eypoeed; path Mond right elpoed: Lumber DOL=1.33 plate grip DOL=7.33. 3) They; designed for Wall leads In the plane of Nebuss Wy. Fasbndsexposeltlwlnd(norrnl b the fats), sBa MITek'Sta1MardCade End Detail" 4) Thistrusshas been destined fora 10.0 psf botan chord Fre bad rwrxzrlanralt wdh any other We balls. 5) This truss mqu iree plate lnspeciion par the Tooth Caunt Matter) when Ina "a drosen forqualiNaeeumrKe hspec6on. 6) Cade requires cantinas b otom dwN Y, Z7 b uoHtatjdnt Z, 621b upliftatjoihl T, 76 b uplVt at joint S, 651b uplift at joint R, 901b up1iftatjobt0 and 261b upbftatjolnt P. 9) This buss a designed in aaadance with the 20M Inloratiard Residential Code sections R50211.1 end RM102 and mrerenced sblldam PNSVIPI 1. LOAD CASE(S) Standard 0 N99 N99 yp0y y OC WO B Bell B - 0 OLk 13 0005A05 C1GE ROWE 1 t SPACING 1-108 CSI DEFL in (loc) Well JOb Relerenaf 0 Lionel em�rvwlpugnv rnuay mnnurnua, lu ww< Oa00s a0pvzu0a mnex ln0usmes, ln0. uw maluaosom«w=retle'l -2-00 6-84 12-100 1811-12 2580 27-8-0 2-00 68-4 6-1.12 6-1-12 684 2-00 Scale =1:61.4 dA N MMIM= 1.5x4/411201/1 DD �� 1.5x4M1fi11 // 7.5x4 /412011 1.6x9 /412011 1.5x4 M12011 5x8 MM= 15x4 M12111 1.6M M12011 15x4 M120II 15x4 MI12011 15x4 MIM 11 684 12.100 l 1811-12 lel 2580 684 6.1.12 6-1-12 38-4 r 300 G le Plate Offsets (X,1'1: F.0 2-10,10-1-111, TOP CHORD 2X 4 SPF 165OF7.5E TOPCHORD BOT CHORD 2 X 4 SPF 1650E 7SE LOADI1,13(psf) SPACING 1-108 CSI DEFL in (loc) Well IM PLATES GRIP TCLL 30.0Plates lnaease t.15 TC ON Ve*L) 005 3-M X999 240 M1120 197/144 TCDL 7.0 Lumberinaease 7.15 BC 0.20 Ved(TQ -0.08 BM >999 240 L -M = -161M2 BCLL 0.0 Rep Stress Ina VES WS 0.66 HoyTL) .0.01 H Na Na I -i = -725'647 BCDL 7.0 Dods IRCEW3'TPI21D02 (me*) L = 693988 FH = -725697 I = Weight 118N LUMBER TOP CHORD 2X 4 SPF 165OF7.5E TOPCHORD BOT CHORD 2 X 4 SPF 1650E 7SE A -B =084 WEBS 2X 4 SPF SUCISId B -C = -0731162 OTHERS 2 X 4 SPF SWNSt C -D = -1131474 D -E _ 421/473 BRACING E -F = 497920 TOPCHORD F -G = Offi Structural wood she&*g dim* applied a 6-0-0oc BOTCHORD pules. BM = -161/332 BOTCHORD L -M = -161M2 Rigid celing directly applied a 6-0-0cc bracing. K -L = -725547 J -K = -725547 REACTIONS (Ibislze) I -i = -725'647 B = 500988 H-1 =-725'TSU47 L = 693988 FH = -725697 I = 8221988 WEBS K = -1/988 C -M = A901 J = 50988 D -L = -75140 H = 137988 E -I = IW488 Max Haz C -L = 606-391 B = -147(bad rage 6) E -L = -225544 Max Upi n B = 314(load Cass 5) NOTES L = -474(lced cams 5) 1) Unbalanced roof Iva lads tate been considered I = 424(Ioad cess 6) for this design. K = Ailoadcass l) 2)WCd: ASCE 758;90mph; h=1511; TODL=lasi, H = -76(bad case 6) BCDL742psf, Gale" ll; EXP C; enclosed; Mac Gov MWFRS gable end zona; cantlever teff and dgM B = 579(Iad case 7) eposed; porch teff and fblt mimed; Ill L = 893(kedcam, 1) DOL -7.33 plate grip DOL=1.33. I = 942W case 8) 3) Truss designed fawtnd loads hthe plane of K = 44(lo dcase 5) Ne Oussonly. ForsbdamposedbWOtl(rcmnal J = 94(Iadcass 2) b4tefaa),see MTek'56lMan Glds End H = 167(load rase 2) Detail" 4) This trusshas been designed fora 10.0 psi FORCES (Ib) botbmdwnl"bad ncm renlwthanyotlta Maartxun C.arpaswor la>Tnen Tension Melads 5) T s Was requires plate inspection per the Toeb Count Metlled When Into sb:e atlsacn kr 6)Go ssuddspaced p inspect' on. 6) Cebidendo spacadco 2-0-0 a;. 7)ProvideIs sbomeg plats lcablecf (by nft3 lnem) of bssb bowing p47 gpabaofoiint L, 424il 314 Ib ugit al Ib uplift K an 78 L,424 tons atphti,l Ib upliRaljdnl Kantl 781b up4Ratpinl H. e) This Wss isdesigned aCodenawiN Ne 2003/4 1"R Residential.10.2nCadeseedsa 850271.1 . 8602.10.2 and lefemteetl shndaN ANSyTPl 7. LOAD CASE($) Standard jor, INSS I lass ype Qty 8827568 IcetenalaloBlock 13 03059-M CMD I I OBL. HOWE 1 iply 2 JR..k..11 JpS Reference (optional) SMG WEST IDAHO FALLS). IDAHO FALLS, ID 93402 0.1005 Sep 17 2004 MITek Io luseles, Inc. Top mar 11 ..4a:. 2uw Pale 1 L 4.7-0 888 12-100 16115 21-1-0 2580 � 1 4-7-0 4-15 4-15 4-15 4-15 4-7-0 Scale=IAS.B 5mk,II20II 012 M112011 WO V1120= 10,10M1120= 0x10 M1120= 4x12 M112011 5x8 U120// 5x8 MI120\\ i 4-7-0 888 i 12-10-0 1611-8 21.1-0 22-" 2580 , I 1 I 4-7-0 4-15 4-15 4-15 4-1.8 1-7-0 3-00 i Plate OBsels (x.Y): IA039,02-0I.IG:039.0-2-01KGM.OB01 A = 74641058 H = 8827568 Max Hoz = -13667/7224 LOADING(ps1) SPACING 1-108 C81 DEFL In (roc) VdebUd H = PLATES GRIP TOLL 30.0 Plates Increase 1.15 TO 0.70 Vedl(LL) 0.22 L -M 88271lmdrasee 1) 240 M1120 197/144 TOOL 7.0 Lumberinoease 1.15 BC 0.93 Vert(TL) -0.40 L.M = 6668 240 BCL 0.0 Rep Shass Ina NO WE 0.96 Hoz(TL) 0.08 H rya rye BCDL 7.0 Code IRC200311P12002 (Mabix) Wegh6GOO III LUMBER TOP CHORD 2 X 4 SPF 16W 1.5E BOTCHORD 2X8DFSS �v�� WEBS 2 X 4 SPF StxJSW -..V.y. WJ2X4SPF1650Ei E W12X4 SPF 1650E 1.5E W732X4 SPF 165OF 1.5E W52X4 SPF 1650E 1.5E N52X4 SPF 165OF 15E BRACING TOPCHORD Sbudursl wood sheathing dire* appted a 342 m pudns. BOTCHORD R1gdl ceding directly applied a 7 -B -i m bracing. REACTIONS (IWsize) A = 74641058 H = 8827568 Max Hoz = -13667/7224 A - 106goad case 5) Max Uptlft = 8]91/4825 A = 89870bad case 5) H = 4691(bad rase 6) Max Grey = 916533 A = 7507(Imdcase 2) H = 88271lmdrasee 1) FORCES (Ib) MaN'nxn Comp'asa'v arrm Talon TOPCHORD A -B = -13667/7224 B -C = -113MM C -D = 8]91/4825 D -E = 8J3814339 E -F = 6147/4856 F -G = 916533 Continued an page 2 TOPCHORD A -B = -13667/7224 B -C = 41306MM C -D = 8091/4325 D -E = 8004339 E -F = 6147/4655 F -G = 919513 DOT CHORD A -O = £524112223 N -O = 8524/12223 N -P = 8861/12390 M -P = .6861/12690 M-0 = E861/12890 0-R = 8881/12890 L -R = X1/12890 L -S = 834:110106 S -T = 534910106 KJ = 834910105 K -U = -4261/0161 U -V = -42615161 J -V = 4261113161 J -W = -28585389 W -X = -28586286 I -X =-2B5B33BSI I -Y = -2B585386 H -Y = -2358'5386 G -H = 447511 WEBS &M = .172534D2 C -L = -2251/4354 D -K = 874(7107 EJ = -7191419 F -I = 4W1258 B -L = 8148(1736 C -K = AlO 22M E -K = W2800 "i = -15890138 WEBS F -H = 8OW4248 B -N = -1214519 NOTES . 1) 2plytrussW ba mnneclad Wgelherwdh 0.731)03' Nail asfalbwa: Topcl100smnnecsadas1dow 2X4 -kava 090 m. Bottom clads connected as falows:2 X 8-2 me a10-7-000 Webs connected as fomr 2 X 4-1 row at 000 root Fre bads have been misWeled @reloads. 6) This truss requires plate nspedon per the Tooth CourtMetind W11en this truss a ckteen b quafrdyassulancenspecion. 7) Corcenbatad Inds fran byalt are not pesent a Load Case(s): #1 Regular #3 MWFRS Wind Leib 44 MWFRS Wind 9011%#5 MWFRS 1st Wild Paale; #6 MWFRS 2M Wad Parallel; #7 let unbalanced Regular, 4634 unbalanced Regular. B) Provide mechanical mnnectio a (by others) of haps to baadng pais capable of withstanding 3987 It uplR at lohlt A and 4691 to uplift adjoint H. 9) This buss Is designed in aomnlances with he 20031n1anational Resdential Code satins R502.11.1 aid 12692.10.2 and referenced eiadad ANSVTPI 1. 10) Special hanger(s) or other connection dev;*s)shall be provided suMcembsupport concentrated Imd(s)13506 drmm and Ba06 up at 2U121350b conn and 6806 up at 4012 ,135Gb dosn and 68M up at 6612, 135M down "6806 up at 8,13 72, 13506daxl and 6606 up at 10672,135(1b tlwm ad6rObup at 12012,13506 domlad69)buPat 14012,13501adoxnand 689bupat 16612, 136011ad Wn &d E00b w al 1661$ 3d 14406 duvet and 770b upad 20612 and 14401)doff) aM 770b lq) al 2261201 bolmncl d. ThedesgrlSdaiiondeudl special cortnec ion deviAs) is the respmSbl (yd Others. LOAD CASE(S) 1) Regula: Lumber lrlrre ee=1.15, Pale Inoeese=1.15 Ur"m Leads A Ved: ACG= -13, A -D=M, D -G=89 Concentrated! Loads (b) Vert: 0=1260(F) P= -1250(F) 0=1260(F) R=-1260(F)S=1260(F)T=-1260(F) U=1260(F)V=1260(F)W=1250(F) X=1426(F)Y=1426(F) 2) IBC BC LW: Lumba larease=125, FWD Inarasa=1.25 Unborn Loads(pll) Ved: A -G=82, A-0=13, DG= -13 Job mm rags y9e y y oc we a enn a - o Block 03050 as 0200 DBL. HOWE 1 2 hb Reference to lional sear, wco i IN nu r -0j, iurnu rrL—, LOADCASE(S) CC Iaated Loads (b) Vert 0=1350(.) P= -1350(F) Q=1350(F) R=-1350(F)S=-1350(F)T=1350(F)U=-1350(F) V=1350(F) W=1350(.)X=1440(F)Y=1440(.) 3) MWFRS Wind Left Lumber hasase=1W Plate sv a 1.33 Unbm Loads (pip Vert', A4i=13, 0-H=41, A -D-1, DG=76 Hae: AG -12, DG=24 Coneenhabd Leads (b) Vert 0=449(F) P=449(F) Q=449(F) R -049(F) S=449(F) T=449(F) U -049(F) V=449(F) W -449(F) XS0B(F) Y=508(F) 4) MWFRS Wind R'ght Liber Inaease=7.33, Pble Irlaease=133 Untfoan Leads Of) VM AG=13, A -13=16,13G=4 Haz AG=24, DG=12 Cpncenbatsd Lceds(b) Vert 0-049(F) P -049(F) Q=449(F) R=149(F) S=449(F)T=449(F) U -049(F) V=449(F) W�9(F) X=608(F) Y=508(F) 5) MWFRS 1st Wind Paralel: Lumber IrKfanee=1.M, Plate hGa+se=1.33 Uniform Leads (p8 Vert A -H=13, G -H= -B, AGS 1, DG=14 Harz: A -D=-39, DG=22 C tsabd Leads (b) Vert 0=680(F)P�(F)0=6W(F)R=680(F) S=650(F)T=680(F) U=680(F) V=680(F) W=650(F)X=770(F)Y=770(F) 6) MWFRS 2-d Lund Paralle: Luber I rrmsa=1.33 ,Pb�lnpeaeE 1.33 Vert AG=13, AIGDGS 1 Hoca D 22, G=3=39 nenb Vert 0-680(F) (F) U=F)Q�(680(F) 0(F) 5=680(F)>=- 70(F)U�80(F)VieO(F) W=680(F) Xad Regular. Lumber 7)lslunbabnced Regubr. Lumber Innease=1.15, plate Loads 1.15 VatA4LeadsA- VertAG=18,Ads(b) OG=73 Vert O aid Leatls (b) Vert 2MF)80(F) 50fl T(.)0=F)U=.) R= -1260(F) S=1260(F) T=1260(F) U= -1266(F) V=1 rbalaf W=1260(.) Lumber (.) ass,11(.) 8) 2x1 unbabrwe0 Reglhr. Lumber ho5, Pble n ea (p15 UNblm Leads ds Ved: AG A.=13, A -D=13, DG= -69 Conanbabd Loads (b) Vert 0=1260(F) P=426D(F)0=1260(F) R=1260(F) S=1260(.) T=1260(F) 1,1=1260(.) V=1260(F) W=1260(F) X= -1426(F) Y=1426(F) al UDSSaP172W4MITeklnduslries,InC. TM1UMal11UU:48WZUUS Papel .— s asp a zwa m11 eK moueme9. Ina mu mal a wpo.an 1. rage r -2-00 i 660 130-0 1500 I I 2-M 660 660 2-00 Sole=1:29.6 0 4x4 Mli E LOADING(psf) SPACING 0 Teel5 Type LRY Pry KOCkWOqteenlBl0sleek 13 0905905 D1GE KINGPOST 1 1 TOP CHORD 2X4 SPF 1650F 15E BOT CHORD 2X4 SPF 1650E 1.5E OTHERS 2X4SPFShol5U BRACING Job Reference topleran .— s asp a zwa m11 eK moueme9. Ina mu mal a wpo.an 1. rage r -2-00 i 660 130-0 1500 I I 2-M 660 660 2-00 Sole=1:29.6 0 4x4 Mli E LOADING(psf) SPACING 0 TOLL 30.0 Plates Increase TCDL 7.0 Lumber Increase BOLL 0.0 Rep Stress Ina BCDL 7.0 Code IRC200YM LUMBER TOP CHORD 2X4 SPF 1650F 15E BOT CHORD 2X4 SPF 1650E 1.5E OTHERS 2X4SPFShol5U BRACING TOP CHORD SbucBrtal wood sheeting directly applied or 6-00 cc purlins. BOT CHORD Rigid ceiling direotiyapplied a 10-0-0oc trading. REACTIONS (lb/size) B = 146/13-00 H = 145/1300 L = 66/130-0 M = w13-0-0 N = 54/130-0 K = 661130-0 J = 54/130-0 Max Harz B - -04(load case 6) Max Uplift B = -76(bad Case 5) H = 85(bad case 6) M = -020cadcase 5) N = -Bod case 4) K = 01(Lredase 6) J = 80oad case 3) Mar Gra, B = 1450oadase 1) H = 1450redase 1) L = 6660red ase 1) le 880d ase 7) N = 54Wcase 1) K = 880M ase 8) J = 54iloadcase 1) FORCES (Ib) M3dmum CanpessioMraxinlm Terson 10.0 CSI 1.15 TC 0.13 1.15 BC 0.04 YES WB 0.02 12002 (Matrix) TOPCHCRD A -B = 00 B -C = 32/25 C -D = 0/36 D -E = -22/47 E -F = -22144 F -G = 41/22 G -H = 32/11 H-1 = 079 BOTCHORD B -N = U39 M -N = 0% L -M 0`139 K -L = 039 J -K = OW HJ = 039 E -L = -67/0 D -M = -71/42 G -N = .5ml F -K = -71/42 G.1 = 57m DEFL in (loo) ydeti Ud PLATES GRIP Ved(LL) -0.02 1 nt 120 MUM 197/144 Vat(R) -0.03 1 Nr 80 Choi 0.00 H Na ne NOTES 1) Unbalanced and Ns bads less been caaidered (semis design. 2)Wind ASCE 7-98; 90mph; h451t TCDL=4.W, BCDL=4.4sf, Category II; Ev C; enclosed; MWFRS gable and zone; cantleVa left and right ¢posed ; Pant left and rhht a posed; Lumber DOL=1.33 plate grip DOL=1.38. 3) Trusts designed faWud bads N the pane of the truss only For studs ecpcsed b whd(nwTd tote face), see MTek'Sl'sdard Gable Fed Detail" 4) This hues has been designed for a 10.0 Pat bottom chord les Icad ronw went w9h any ollner Me lads 5) This truss requires plate inspection per Ne TaN Count MaU sed when the hues 6 chosen M qualtty assuranceinspection. 6) Gide requiresmntri bottom chord bearing. 7) Gabe studs spaced at 240 oc. 8) PovIda mechanical omectlon (by others) of puss to bearing plate capable of witistanding 76 6 upiftatjdnt B, 651b uplift atont H, 42 lb uplift at joint M, 8 l uplift atjdnt N, H Ib uplift atjdnt K and 8 b uplift atjdnt J. 9)This buss is designed in a000rdance vM the 2603 aberrational Resida4al Code sections R502.1 1.1 and R832.102a'nd referencedstandod ANSVI-PI 1. LOAD CASE(S) Standard Weight 47 b C,