Loading...
HomeMy WebLinkAboutTRUSS SPECS - 17-00290 - 1150 S 2nd E - New Shopw BiG B1 I 4 of I 0 co D J7 AB J13) J1��3) D [0 0 J1C J18 �O JiA N a N L N J1A c�'i A09 A02 40 ----- t - ----- A04 --- A05 2 A06 A07 D � i i A07 i= A06 A05 A04 A03 - D _--- - A02 - --- '- -- A01 JIA AB J1(4)', AcJ3(7) i J1 4) NAA I Run: 8.100s Mar 92017 Print: 8.100 s Mar 92017 MtTak Industries, Inc Wed May 31 18:08:392017 Page: 1 ID:UgAOKelbZgDo7t5oltTTomzDKZe-GWpfxllpXTCZvLOxgf3MjNPJcT2d8xeDjSGYuDeAuJs .112 1 7-+004 1 11 a12 1 14asce 1 rsasis 1 24 1 2saem 1 x.a I ssai-i2 I .'. Scale =1:84.3 -late Offsets (X, Y): 25:2-08,3-081[4:5-00,1-071, t5:2-12,2-08], [11:5-12,2-081, [12:5-00,1-07], [13:1-12,2-041, (14:Edge,7-02], [18:2-08,3-08], [20:6-12,4-08], [23:7-00,4-08], [24:Edge,3-081 Loading (psf) Spacing 2-00-00 CSI DEL in (loc)/deb Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Ver(LL) -1.16 21-22 -454 360 M18SHS 220/195 (Roof Snow =35.0) Lumber DOL 1.15 BC 0.93 Vert(TL) -1.51 21-22 >327 240 MT20 220/195 TCDL 7.0 Rep Stress lncr NO WB 0.87 Horiz(TL) 0.52 14 n/a n/a MT20HS 165/146 BCLL 0.0' Code IRC2012/TP12007 Matnx-S Wind(LL) 0.45 21-22 >999 240 BCDL 7.0 Weight: 635 lb FT=0% LUMBER n BRACING TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr'Except' T2:2x6 OF 180OF TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, 1.6E except BOT CHORD 2x6 OF 180OF 1.6E *Except' B2:2x4 OF 180OF 1.6E or 2x4 OF 2-0-0 oc purlins (2-10.4 max.): 4-12. No. 1&Btr, B3:2x6 DF 240OF 2.0E , Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS iskm No.1&Btr, W7:2x4 DF 240OF 2.0E SLIDER I IeI IF IONI \ilP .112 1 7-+004 1 11 a12 1 14asce 1 rsasis 1 24 1 2saem 1 x.a I ssai-i2 I .'. Scale =1:84.3 -late Offsets (X, Y): 25:2-08,3-081[4:5-00,1-071, t5:2-12,2-08], [11:5-12,2-081, [12:5-00,1-07], [13:1-12,2-041, (14:Edge,7-02], [18:2-08,3-08], [20:6-12,4-08], [23:7-00,4-08], [24:Edge,3-081 Loading (psf) Spacing 2-00-00 CSI DEL in (loc)/deb Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Ver(LL) -1.16 21-22 -454 360 M18SHS 220/195 (Roof Snow =35.0) Lumber DOL 1.15 BC 0.93 Vert(TL) -1.51 21-22 >327 240 MT20 220/195 TCDL 7.0 Rep Stress lncr NO WB 0.87 Horiz(TL) 0.52 14 n/a n/a MT20HS 165/146 BCLL 0.0' Code IRC2012/TP12007 Matnx-S Wind(LL) 0.45 21-22 >999 240 BCDL 7.0 Weight: 635 lb FT=0% LUMBER BRACING TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr'Except' T2:2x6 OF 180OF TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, 1.6E except BOT CHORD 2x6 OF 180OF 1.6E *Except' B2:2x4 OF 180OF 1.6E or 2x4 OF 2-0-0 oc purlins (2-10.4 max.): 4-12. No. 1&Btr, B3:2x6 DF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Stud/Std'Except' W3,W6:2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr, W7:2x4 DF 240OF 2.0E SLIDER Left 2x6 OF 180OF 1.6E--4-06-13, Right 2x6 OF 1800E 1.6E--4-06-13 REACTIONS (Ib/size) 2=6459/5-08, (min. 3-10),14=6459/5-08, (min. 3-10) Max Horiz 2=138(LC 9) Max Uplift 2=-1388(LC 10), 14=-1390(LC 10) Max Grav 2=68011 (LC 26),14=6801 (LC 26) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2 -3= -12048/2342,2 -3= -12048/2342,3 -4= -12782/2475,4-28=-11368/2218,5-28=-11371/2217,5-29=-22374/4168, 6 -29= -22374/4168,6 -7= -22546/4199,7 -30= -25633/4738,B-30=-25633/4738,8-31=-25633/4738,9-31=-25633/4738, 9 -10= -22551/4197,10 -32= -22377/4165,11 -32=-22377/4185,11-33=-11371/2220,12-33=-11366/2220, 12-13=-12782/2478,13-14=-12048/2345,13-14=-12048/2345 BOT CHORD 2-27=-1973/10076, 26-27=-1 973110076, 26-34=.2812115115, 25-34=-2812/15115, 25-35=-229/1190, 24-35=-229/1190, 23 -24= -134/667,6 -23= -523/66,23 -36= -4680/25652,36 -37=-4660/25652,22-37=-4660/25652,22-38=-4660/25652, 38 -39= -4660/25652,39 -40= -4660/25652,21 -40=-4660/25652,21-41=-0655/25633,41-42=-4655/25833, 20 -42= -4655/25633,10 -20= -534/66,19 -43= -197/1187,18-43=-197/1187,18-44=-2753/15114,17-44=-2753/15114, 16-17=-1913/10076,14-16=-1913/10076 WEBS 3 -26= -336/1803,4 -26= -1049/5388,5 -26= -6191/1070,5-25=-3897/698,23-25=-2716/14639,5-23=-1951/10858, 18 -20= -2688/14642,11 -20= -1940/10864,11 -18= -3900/688,11-17=-6189/1072,12-17=-1050/5387,13-17=-336/1803, 7-23=-3727/652,9-20=-3698/650,7-22=-287/1309,9-21=-309/1356 NOTES 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9.0 ac. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf, BCDL=4.2psf; h=25ft; B=45ft; L=44ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=35.0 psf (Flat roof snow); Category II; Exp B; Partially Exp.; Ct=1 5) Unbalanced snow loads have been considered for this design. 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times gat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x4 MT20 unless otherwise indicated. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. Run: 8.100 a Mar 9 2017 Print: 8.100 a Mar 92017 MiTek Industries, Inc Wed May 31 18:08:39 2017 page 2 ID:UgAOKelbZgGo7t5oltMmzDKZ8-GWpfxltpXTCZvLGxgf3MjNPJcT2d8xeDj5GYuDzAuJs 11) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1388 Ib uplift aljoint 2 and 1390 lb uplift at Joint 14. 13) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1304 Ib down and 317 Ib up at 7-11-8, 441 Ib down and 92 Ib up at 10-0-12, 441 Ib down and 92 Ib up at 12-0-12, 441 Ib down and 92 Ib up at 14-3-12, 430 Ib down and 92 Ib up at 16-0-12, 430 Ib down and 92 Ib up at 18-0-12, 430 lb down and 92 Ib up at 20-0-12, 430 Ib down and 92 lb up at 22-0-0, 430 Ib down and 92 Ib up at 23-11-4, 430 Ib down and 92 Ib up at 25-11-4, 430 lb down and 92 Ib up at 27-11-4, 441 Ib down and 92 It, up at 29-8-4, 441 Ib down and 92 Ib up at 31-11-4, and 441 Ib down and 92 Ib up at 33-11-4, and 1304 Ib down and 317 Ib up at 35-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. AAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (Ib/ft) Vert: 1-4=-84, 4-12=-84, 12-15=-84, 2-24=-14, 20-23=-14,14-19=-14 Concentrated Loads (lb) Vert: 24=441(F), 26=-1304(F), 20=-441(F), 17=-1304(F), 34=-441(F), 35=-441(F), 36=430(F), 37=-430(F), 38=-430(F), 39=-430(F), 40=430(F), 41=-430(F), 42=-430(F), 43=-441(F), 44=-441(F) AJ L Run: 8.100 s Mar 92017 Print: 8.100 a Mar 92017 MiTek Industries, Inc. Wed May 31 1808:41 2017 Page: t ID:UgAOKelbZgDo7l5ol tTTomzDKZ8-CmPMiu434$H9faKz45gooVeEHmZmBWAmlfy6zAuJq -241. 51-1z it. 140u 1S 1u 24N-0] 29CSA4 3fNd] ]61Od UfY,tn 4801. Scale = 1:84.3 'late Offsets (X, Y):[4:4-10,Edge],[10:4-10,Edge],[14:Edge,9-131,[15:3-00,1-081,[16:5-04,2-00],[18:4-04,Edge],[20:4-04,Edge],[22:3-04,2-00],(23:3-00,1-08],[24:Edge,9-13] Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) Wait Ud 2L1. GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) 241. 19 >695 360 MT20 220/195 (Roof Snow =35.0) a3 Lumber DOL 1 t 4 S = 0.78 Vert(TL) -1.08 ! >484 240 in 4 n cs x m A -`tr. si to WB 0.55 H, ,,LL m 14 n/a n/a MT20HS 165/146 BCLL 0.0' 4. a Matrix -S Wind(LL) 0.31 19-20 sr 240 BCDL 7.0 1 Weight: 254 lb 2a as N513124 24A1 H$1 12 2 21 M1&SXS h10 � 0 M185H9 A,10 31 it d , 424 42, 6, sol -12 alpd 14� a4JL0 A.. .1-12 3816Of 44NM Scale = 1:84.3 'late Offsets (X, Y):[4:4-10,Edge],[10:4-10,Edge],[14:Edge,9-131,[15:3-00,1-081,[16:5-04,2-00],[18:4-04,Edge],[20:4-04,Edge],[22:3-04,2-00],(23:3-00,1-08],[24:Edge,9-13] Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) Wait Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.75 19 >695 360 MT20 220/195 (Roof Snow =35.0) Lumber DOL 1.15 BC 0.78 Vert(TL) -1.08 18-19 >484 240 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.55 H, ,,LL 0.35 14 n/a n/a MT20HS 165/146 BCLL 0.0' Code IRC2012/TP12007 Matrix -S Wind(LL) 0.31 19-20 >999 240 BCDL 7.0 Weight: 254 lb FT=0 LUMBER BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins, BOT CHORD 2x4 DF i800F 1.6E or 2x4 DF No.188tr *Except' B2:2x4 DF Stud/Std, except end verticals, and 2-0-0 oc purlins (2-1-0 max.): 4-10. B3 2x4 DF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std'Except' W7,W5,W1,W2:2x4 DF 180OF 1.6E or 2x4 WEBS 1 Row at mid t 6-20,7-18 DF No.1&Btr Mitek recommends that Stabilizers and required crass bracing be REACTIONS (Ib/size) 14=2327/5-08, (min. 2-10),24=2327/5-08, (min. 2-10) installed during truss erection, in accordance with Stabilizer Max Horiz 24=173(LC 13) Installation guide. Max Uplift 14=-525(LC 14), 24=-523(LC 14) Max Grav 14=2459(LC 31), 24=2459(LC 31) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2 -25= -3878/1274,25 -26= -3826/1282,3 -26=-3821/1290,3-4=-4177/1307,4-27=-6068/1781,5-27=-6075/1781, 5 -28= -6106/1792,28 -29= -6106/1792,6 -29= -6106/1792,6-30=-7046/2022,30-31=-7046/2022,7-31=-70413/2022, 7 -8= -8106/1784,8 -32= -6106/1784,32 -33= -6106/1784,9-33=-6106/1784,9-34=-13075/1772,10-34=.6067/1773, 10 -11=4177/1313,11 -35= -3821/1296,35 -36=-3826/1288,12-36=-3878/1279,2-24=-2409/868,12-14=-2409/871 BOT CHORD 23-20-2801195,22-23=4 22513422, 5-20=-807/129, 19-20=-1877/7010, 18-19=-1870!7010, 9-18=-807/128, 15-16=-1080/3422,15-37=-280/195,37-38=-280/195,14-38=-280/195 WEBS 4 -22= -947/142,20 -22= -1126/3648,4 -20=-871/3392,16-18=-1048/3648,10-18=-857/3392,10-16=-947/129, 6-20=4206/264,7-18=4206/269, 2-23=-1020/3264, 3-23=453/70,3-22=-3621379,11-15=-453/70,11-16=-3621379, 12-15=-1018/3264 NOTES 1) Wind:ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=44ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Extenor(2)-2-0-13 to 2-4-0, Interior(1) 24-0 to 10-0-0, Extenor(2) 10-0-0 to 40-2-11, Interior(1) 40-2-11 to 46-0-13 zone; cantilever left and right exposed end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherxise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 8t between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 lb uplift at joint 24 and 525 lb uplift at joint 14. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. _OAD CASE(S) Standard 8J L Run: 8.100s Mar 92017 Print: 8.100 s Mar 92017 MiTek Industries, Inc Wed May 31 18:08:422017 Page: 1 IO:UgAOKel bZg0o7t5oitTTamzDKZB-g4VnZ2vigOa8mp9WJnd3L01 swh5KLODgPOUCWrAuip .z4129 BLI.v nMM ISU]-Iz ,4M,] Jlflttf xvwne szmm a�., v,. u.vw� I Scale = 1:84.3 -late Offsets (X, Y): [4:5-00,2-001,[7:4-00,3-00],[9:5-00,2-00],[13:Edge,9-131,[14:2-12,1-121,[15:3-00,2-00],[17:4-04,Edge],(19:4.04. Edge],(21:1-08,2-00],[22:2-12,1-12],[23:Edge,9-13 Loading (psf) Spacing 2-00-00 CSI DEFL In (loc) /deg Ud PLATES zalm TCLL 35.0 2m 12 1.15 TC 0.70 22 12 -0.56 2.t >934 360 MT20 220/195 (Roof Snow =35.0) 0= Lumber DOL 1.15 Bs d Vert(TL) -0.86 18-19 >613 240 M18SHS 1 II d TCDL 1 $8 N YES H 9 0.49 HorIZ(TL) 0.32 13 n/a n/a MT20HS 165/146 BCLL 0.0' Sr- IRC2012/TPI2007 Matrix -S Wnd(LL) 0.28 18-19 >999 240 BCDL 7.0 41 'a Weight: 265 lb FT=O% Mr xs lal2. 32MTMHs12 m I m ss M m 2pJ MIHSH5410 - 31 = MIBSXSh10 1 2 e e= a rt= 801-12 II-IUb IdMM amm RKR 1101.12 32.1— Mm0] 2ozad zmm Scale = 1:84.3 -late Offsets (X, Y): [4:5-00,2-001,[7:4-00,3-00],[9:5-00,2-00],[13:Edge,9-131,[14:2-12,1-121,[15:3-00,2-00],[17:4-04,Edge],(19:4.04. Edge],(21:1-08,2-00],[22:2-12,1-12],[23:Edge,9-13 Loading (psf) Spacing 2-00-00 CSI DEFL In (loc) /deg Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.56 18 >934 360 MT20 220/195 (Roof Snow =35.0) Lumber DOL 1.15 BC 0.81 Vert(TL) -0.86 18-19 >613 240 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.49 HorIZ(TL) 0.32 13 n/a n/a MT20HS 165/146 BCLL 0.0' Code IRC2012/TPI2007 Matrix -S Wnd(LL) 0.28 18-19 >999 240 BCDL 7.0 Weight: 265 lb FT=O% LUMBER BRACING TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.i&Btr TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins, BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr'Except' B2:2x4 OF Stud/Std except end verticals, and 2-0-0 oc purlins (2-5-12 Max): 4-9. WEBS 2x4 DF Stud/Std'Except• W7,W6,W1,W2:2x4 DF 180OF 1.6E or 2x4 BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. DF No.1&Btr WEBS 1 Row at mid t 4-21 9-15 6-19,7-17 REACTIONS (Ib/size) 13=2327/5-08, (min. 2-14),23=232715-08, (min. 2-14) MiTek recommends that Stabilizers and required cross bracing be Max Horiz 23=188(LC 13) installed during truss erection, in accordance with Stabilizer Max Uplift 13=-525(LC 14), 23=-523(LC 14) Installation guide. Max Grav 13=2676(LC 31), 23=2676(LC 31) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2 -25= -3632/1294,25 -26= -3578/1313,3 -26=-3539/1315,3-4=-3765/1272,4-5=-4553/1495,5-27=-0577/1503, 6 -27=A577/1503,6 -28=.5362/1691,28 -29=-5362/1691,7-29=.5362/1691,7-30=-4577/1497,8-30=-4577/1497, 8 -9= -4553/1489,9 -10= -3765/1278,10 -31= -3539/1321,31-32=-3578/1319,11-32=-3632/1300,2-23=-2622/859, 11-13=-2622/862 BOTCHORD 22-23=-269/323,21-22=-124113200, 5-19=-683/113, 19-34=-1531/5333, 34-35=-1531/5333, 18-35=-1531/5333, 18 -36= -1524/5333,36 -37= -1524/5333,17 -37=-1524/5333,8-17=-683/113,14-15=-1096/3200,14-38=.269/323, 38-39=-269/323,13-39=-269/323 WEBS 3 -22=.321/38,3 -21= -599/196,4 -21= -1333/281,19 -21=-1167/3487,4-19=.853/3097,15-17=.1087/3487,9-17=.830/3097, 9-15=-1333/258, 10-15=-599/195, 10-14=-321/38, 2-22=-1012/3009, 11-14=-1010/3009, 6-19=-1111/252, 7-17=-1111/257 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=44ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) .2-0-13 to 2-4-0, Interior(1) 24-0 to 12-0-0, Extenor(2) 12-0.0 to 38-2-11, Interior(1) 38.2-11 to 46-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (Bat roof snow); Category 11; Exp S; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. i) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times gat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2A-0 wide will ft between the bottom chord and any other members, with BCDL = 7.Opsf. D) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 Ib uplift at joint 23 and 5251b uplift at joint 13. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. _OAD CASE(S) Standard Run: 8.100s Mar 92017 Print: 8.100 s Mar 92017 MiTek Industries, Inc. Wad May 31 18:08:422G17 Page: 1 ID:UgAOKelbZgQo7t5oltTTomzDKZBg4VnZ2viq0a8mp9WVnd3L01 hh6fLHHgPQUCWz4uJp raa Scale = 1:84.3 'late Offsets (X, Y): [15:Edge,9-13], [16:4-00,1-08], [17:3-00,3-00], [18:7-04,5-00], [20:4-OO,Edge], [22:7-04,5-00], [23:3-00,3-00], [24:4 -00,1 -OB], [25:Edge,9-13] Loading (psf) Spacing 2-00-00 CSI DEL in "02 '/dell PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.43 20 >999 360 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.72 Ver Q -0.69 19-20 >757 240 MT20HS 165/146 TCDL 7.0 Rep Stress lncr YES WB 0.94 Horiz(TL) 0.30 15 We We BCLL 0.0' Code IRC2012/TPI2007 Matrix -S Wlnd(LL) 0.25 20-21 >999 240 BCDL 7.0 Weight: 2791b FT=O% LUMBER BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins, BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1&Btr except end verticals, and 2-0-0 oc purlins (2-6-11 max.): 6-9. WEBS 2x4 OF Stud/Std *Except* W1,W2,W4:2x4 DF 1800F 1.6E or 2x4 OF BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. - No.1&Btr WEBS IRow at mitlt 7-218-19 REACTIONS (Ib/size) 15=2327/5-08, (min. 3-01), 25=2327/5-08, (min. 3-01) MiTek recommends that Stabilizers and required cross bracing be Max Hom: 25=141(LC 13) installed during truss erection, in accordance with Stabilizer Max Uplift 15=-524(LC 14), 25=-524(LC 14) Installation guide. Max Gray 15=2861 (LC 31), 25=2861 (LC 31) FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-29=-382811235,29-30=-3687/1242, 3-30=-3667/1250, 3-4=-4666/1608, 4-31=-4522/1608, 5-31=-4396/1618, 5 -6= -3770/1396,6 -7= -3344/1272,7 -32= -4126/1451,32-33=-4126/1451,33-34=-4126/1451,34-35=-0126/1451, 35 -36=4126/1451,8 -36= -4126/1451,8 -9= -3344/1271,9-10=-3770/1395,10-37=-4396/1615,11-37=-4522/1606, 11 -12= -4666/1605,12 -38= -3667/1250,38 -39=-3687/1242,13-39=-3828/1235,2-25=-2811/871,13-15=-2811/871 BOT CHORD 24-25=-285/208, 21-22=-1339/4070, 21-41=-1207/4104, 41-42=-1207/4104, 20-42=-1207/4104, 2043=-1202/4104, 4344= -1202/4104,19-44=-1202/4104,18-19=-1327/4070,15.16=-285/153 WEBS 10 -18= -258/716,12 -18= -298/1099,12 -16= -1293/331,3 -24=-1293/334,3-22=-301/1099,5-22=-260/716,5-21=-1343/381, 7-20=-1541300,7-21=-1175/282, 8-20=A54/300, 8-19=-1175/282, 2-24=-1011/3171, 13-16=-1012/3171, 6-21=-519/1219, 9 -19=-518/1219,10-19=-1343/379,22-24=-1060/3314,16-18=-1050/3314 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf, h=25ft; B=45ft; L=44ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-2-0-13 to 2-4-0, Interior(1) 2-4-0 to 14-0-0, Exterior(2) 14-0-0 to 36-2-11, Interior(l) 36-2-11 to 46-0-13 zone; cantilever left and right exposed end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pt -35.0 psf (flat roof snow); Category II; Exp 8; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 limes flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5241b uplift at joint 25 and 5241b uplift at joint 15. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. _OAD CASE(S) Standard 4. A 'J raa Scale = 1:84.3 'late Offsets (X, Y): [15:Edge,9-13], [16:4-00,1-08], [17:3-00,3-00], [18:7-04,5-00], [20:4-OO,Edge], [22:7-04,5-00], [23:3-00,3-00], [24:4 -00,1 -OB], [25:Edge,9-13] Loading (psf) Spacing 2-00-00 CSI DEL in "02 '/dell PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.43 20 >999 360 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.72 Ver Q -0.69 19-20 >757 240 MT20HS 165/146 TCDL 7.0 Rep Stress lncr YES WB 0.94 Horiz(TL) 0.30 15 We We BCLL 0.0' Code IRC2012/TPI2007 Matrix -S Wlnd(LL) 0.25 20-21 >999 240 BCDL 7.0 Weight: 2791b FT=O% LUMBER BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins, BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1&Btr except end verticals, and 2-0-0 oc purlins (2-6-11 max.): 6-9. WEBS 2x4 OF Stud/Std *Except* W1,W2,W4:2x4 DF 1800F 1.6E or 2x4 OF BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. - No.1&Btr WEBS IRow at mitlt 7-218-19 REACTIONS (Ib/size) 15=2327/5-08, (min. 3-01), 25=2327/5-08, (min. 3-01) MiTek recommends that Stabilizers and required cross bracing be Max Hom: 25=141(LC 13) installed during truss erection, in accordance with Stabilizer Max Uplift 15=-524(LC 14), 25=-524(LC 14) Installation guide. Max Gray 15=2861 (LC 31), 25=2861 (LC 31) FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-29=-382811235,29-30=-3687/1242, 3-30=-3667/1250, 3-4=-4666/1608, 4-31=-4522/1608, 5-31=-4396/1618, 5 -6= -3770/1396,6 -7= -3344/1272,7 -32= -4126/1451,32-33=-4126/1451,33-34=-4126/1451,34-35=-0126/1451, 35 -36=4126/1451,8 -36= -4126/1451,8 -9= -3344/1271,9-10=-3770/1395,10-37=-4396/1615,11-37=-4522/1606, 11 -12= -4666/1605,12 -38= -3667/1250,38 -39=-3687/1242,13-39=-3828/1235,2-25=-2811/871,13-15=-2811/871 BOT CHORD 24-25=-285/208, 21-22=-1339/4070, 21-41=-1207/4104, 41-42=-1207/4104, 20-42=-1207/4104, 2043=-1202/4104, 4344= -1202/4104,19-44=-1202/4104,18-19=-1327/4070,15.16=-285/153 WEBS 10 -18= -258/716,12 -18= -298/1099,12 -16= -1293/331,3 -24=-1293/334,3-22=-301/1099,5-22=-260/716,5-21=-1343/381, 7-20=-1541300,7-21=-1175/282, 8-20=A54/300, 8-19=-1175/282, 2-24=-1011/3171, 13-16=-1012/3171, 6-21=-519/1219, 9 -19=-518/1219,10-19=-1343/379,22-24=-1060/3314,16-18=-1050/3314 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf, h=25ft; B=45ft; L=44ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-2-0-13 to 2-4-0, Interior(1) 2-4-0 to 14-0-0, Exterior(2) 14-0-0 to 36-2-11, Interior(l) 36-2-11 to 46-0-13 zone; cantilever left and right exposed end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pt -35.0 psf (flat roof snow); Category II; Exp 8; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 limes flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5241b uplift at joint 25 and 5241b uplift at joint 15. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. _OAD CASE(S) Standard Run: 8 10 aver 92017 Print: 8.100s Mar 92017 MiTek Industries, Inc, Ned May 31 18:08:432017 Page: 1 ID:UpAOKelbZg0o7l5oltlTomzDKZ8AH3A OwKbhi90yki3VeltDazG4Rx4nhpe3EIIzAuJo aalw ]arm laaxlz IBWPo z2 aom mum 2sa3az Scale = 1:84.3 'late Offsets (X, Y): (3:6-00,Edge],(5:3-00,2-07],[7:3-00,2-07],[9:6-00,Edge],[12:Edge,9-131,[13:2-08,1-081,[15:7-04,Edge],119:7-04,Edge],[21:2-00,1-081,[22: Edge, 9.131 Loading (psf) Spacing 2-00-00 CSI DEFL in floc) Well zat W PLATES GRIP 1 35.0 13Ma 2.1. TC 0.99 Vert(LL) -0.39 17 Is 8 a B s 220/195 (Roof Snow = 35.0) 8 Lumber DOL 1.15 BC 3 as 30 ] 8 e 17-18 >896 240 MT20HS � TCDL 7.0 Rep Stress Incr YES WB 3 12s Honz(TL) 0.24 12 31 &2 a n/a MT18HS d BCLL 0.0` Code IRC20121TPI2007 Matrix -S Wlnd(LL) 0.18 J >999 240 BCDL 7.0 E Weight: 295 Ib FT=O% M 18X312[ - 19X31 2 U A 0 ss ] 9e + + a rmXs m9 s a a sa= ]{4N 16C6M sl 22MN 2ea1-12 39i1]m e1NLV L0.1 M.1 Scale = 1:84.3 'late Offsets (X, Y): (3:6-00,Edge],(5:3-00,2-07],[7:3-00,2-07],[9:6-00,Edge],[12:Edge,9-131,[13:2-08,1-081,[15:7-04,Edge],119:7-04,Edge],[21:2-00,1-081,[22: Edge, 9.131 Loading (psf) Spacing 2-00-00 CSI DEFL in floc) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.39 17 >999 360 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.78 Vert(TL) -0.59 17-18 >896 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.74 Honz(TL) 0.24 12 n/a n/a MT18HS 220/195 BCLL 0.0` Code IRC20121TPI2007 Matrix -S Wlnd(LL) 0.18 17-18 >999 240 BCDL 7.0 Weight: 295 Ib FT=O% LUMBER BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Bir TOP CHORD Structural wood sheathing directly applied, except end verticals, BOT CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.l&Blr and 2-0-0 oc purlins (3-0-15 max.): 5-7. WEBS 2x4 DF Stud/Std 'Exceplt W5,W1,W2:2x4 DF 1800F 1.6E or 2x4 DF BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. No.l&Blr WEBS 1 Row at midpt 4-18,6-18, 6-18 8-16 REACTIONS (Ib/size) 12=2327/5-08, (min. 3-02), 22=2327/5-08, (min. 3-02) MiTek recommends that Stabilizers and required cross bracing be Max Horiz 22=229(LC 13) installed during fuss erection, in accordance with Stabilizer Max Uplift 12=-525(LC 14), 22=-523(LC 14) Installation guide. Max Grav 12=2959(LC 31), 22=2959(LC 31) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2 -23= -4427/1279,23 -24= -4414/1282,24 -25=-4199/1293,3-25=-4179/1306,3-26=-4200/1365,4-26=-3969/1382, 4 -5= -3679/1344,5 -27= -3189/1205,27 -28= -3189/1205,6-28=-3190/1205,6-29=-3190/1200,29-30=-3189/1200, 7 -30= -3189/1201,7 -8= -3679/1339,8 -31= -3969/1373,9-31=-4200/1356,9-32=-4179/1314,32-33=-4199/1301, 33 -34=-4414/1290,10-34=-4427/1287,2-22=-2898/844,10-12=-2898/848 BOT CHORD 21-22=-311/689, 20-21=-151/280, 4-19=-299/919, 18-19=-1142/3546, 18-35=-1135/3326, 17-35=-1135/3326, 17 -36= -1135/3326,16 -36= -1135/3326,15 -16=-1124/3546,8-15=-286/919,14-37=-73/280,13-37=-73/280, 13-38=-243/689,12-38=-243/689 WEBS 3-21=-830/145,19-21=-1114/3540,3-19=-291/345, 4-18=-1441/396,6-18=-538/1481, 6-18=-7061187,6-17=-1081282, 6-16=-706/193, 7-16=-536/1481, 8-16=-1441/384, 13-15=-1023/3540, 9-15=-291/358, 9-13=-830/130, 2-21=-957/3083, 10-13=-957/3083 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psF BCDL=4.2psf; h=25ft; B=45ft; L=4411; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directorial) and C -C Exterior(2)-2-0-13 to 2-4-0, Interior(1) 2.4-0 to 16-0-0, Exterior(2) 16-0-0 to 34-2-11, Interior(1) 34-2-11 to 46-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members, with BCDL = 7.Opsf. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523111 uplift at joint 22 and 525111 uplift at joint 12. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/ TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. _OAD CASE(S) Standard Run: 8.100 s Mar 920W Print: 8.100 ever 92017 MiTek Industries, Inc Wed May 31 18:08:442017 Page: 1 ID:UgAOKelbZQD07t5oltTTomzDKZB-dTdY_kwyM7gsD6JvdCfXDR78yUogpEnysjzJZRz uJn .zniw zaaw iamiz ,emm »mm — -- Scale = 1:84.3 'late Offsets (X, Y): (14: Edge, 9.13],[15:4-00,1-08],[17:7-00, Edge], (20:7-00,Edge], [22:4-00,1-08], [23:Edge,9-13] Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.41 17-18 >999 360 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.74 Vert(TL) -0.65 18-19 >808 240 MT20HS 185/146 TCDL 7.0 Rep Stress Incr YES WB 0.75 Ho (T) 0.24 14 n/a n/a MT18HS 220/195 BCLL 0.0' Code IRC2012/TPI2007 Matrix- S Wind(LL) 0.22 18-19 >999 240 BCDL 7.0 Weight: 289 Ib FT=O% LUMBER BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr'Except' T2:2x4 DF 240OF TOP CHORD Structural wood sheathing directly applied, except end verticals, 2.0E and 2-0-0 oc purlins (3-7-7 max.): 6-8. BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.t&Btr *Except' B2:2x4 OF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 OF Stud/Std *Except' W5,W1,W2:2x4 DF 1800F 1.8E or 2x4 OF WEBS 1 Row at mid t 5-18 9-18 7-19 7-18 No.i&Btr MiTek recommends that Stabilizers and required cross bracing be REACTIONS (Ib/size) 14=2327/5-08, (min. 3-04), 23=2327/5-08, (min. 3-04) installed during truss erection, in accordance with Stabilizer Max Hodz 23=244(LC 13) Installation guide. Max Uplift 14=-525(LC 14), 23=-523(LC 14) Max Grav 14=3066(LC 31), 23=3066(LC 31) FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-24=-4753/1270, 3-24=4573/1281, 3-25=-4396/1291, 4-25=-0393/1294, 4-26=4711/1366, 5-26=-4428/1378, 5 -27= -3833/1240,6 -27= -3679/1252,6 -28= -3288/1137,28-29=-3289/1136,7-29=-3290/1136,7-30=-3290/1133, 30 -31= -3289/1133,8 -31= -3288/1133,8 -32=-3679/1249,9-32=-3833/1237,8-33=4428/1370,10-33=-4711/1358, 10 -34=4393/1302,11 -34= -4396/1299,11 -35=-4573/1289,12-35=4753/1278,2-23=-3003/842,12-14=-3003/846 BOT CHORD 22-23=-313/583, 5-20=-299/907, 19-20=-1146/4006, 19-36=-971/3343, 36-37=-971/3343, 18-37=-971/3343, 17-18=-1130/4006, 9-17=-289/907, 15-39=-243/583, 14-39=-243/583 WEBS 4-22=-946/148, 20-22=-1129/3948, 4-20=-138/304, 5-19=-1503/406,6-19=188/1400, 8-18=487/1400, 9-18=-1503/397, 15 -17= -1040/3948,10 -17= -138/304,10 -15= -946/131,2 -22=-959/3527,12-15=-958/3527,7-19=-558/234,7-18=-558/234 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=44ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-2-0-13 to 2-4-0, Interior(1) 2-4-0 to 18-0-0. Exterior(2) 18-0-0 to 32-2-11, Interior(1) 32-2-11 to 46-0-13 zone; cantilever left and right exposed end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 Ib uplift at joint 23 and 525 Ib uplift atjoint 14. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the tap and/or bottom chord. -OAD CASE(S) Standard i� a 2s 33 Scale = 1:84.3 'late Offsets (X, Y): (14: Edge, 9.13],[15:4-00,1-08],[17:7-00, Edge], (20:7-00,Edge], [22:4-00,1-08], [23:Edge,9-13] Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.41 17-18 >999 360 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.74 Vert(TL) -0.65 18-19 >808 240 MT20HS 185/146 TCDL 7.0 Rep Stress Incr YES WB 0.75 Ho (T) 0.24 14 n/a n/a MT18HS 220/195 BCLL 0.0' Code IRC2012/TPI2007 Matrix- S Wind(LL) 0.22 18-19 >999 240 BCDL 7.0 Weight: 289 Ib FT=O% LUMBER BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr'Except' T2:2x4 DF 240OF TOP CHORD Structural wood sheathing directly applied, except end verticals, 2.0E and 2-0-0 oc purlins (3-7-7 max.): 6-8. BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.t&Btr *Except' B2:2x4 OF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 OF Stud/Std *Except' W5,W1,W2:2x4 DF 1800F 1.8E or 2x4 OF WEBS 1 Row at mid t 5-18 9-18 7-19 7-18 No.i&Btr MiTek recommends that Stabilizers and required cross bracing be REACTIONS (Ib/size) 14=2327/5-08, (min. 3-04), 23=2327/5-08, (min. 3-04) installed during truss erection, in accordance with Stabilizer Max Hodz 23=244(LC 13) Installation guide. Max Uplift 14=-525(LC 14), 23=-523(LC 14) Max Grav 14=3066(LC 31), 23=3066(LC 31) FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-24=-4753/1270, 3-24=4573/1281, 3-25=-4396/1291, 4-25=-0393/1294, 4-26=4711/1366, 5-26=-4428/1378, 5 -27= -3833/1240,6 -27= -3679/1252,6 -28= -3288/1137,28-29=-3289/1136,7-29=-3290/1136,7-30=-3290/1133, 30 -31= -3289/1133,8 -31= -3288/1133,8 -32=-3679/1249,9-32=-3833/1237,8-33=4428/1370,10-33=-4711/1358, 10 -34=4393/1302,11 -34= -4396/1299,11 -35=-4573/1289,12-35=4753/1278,2-23=-3003/842,12-14=-3003/846 BOT CHORD 22-23=-313/583, 5-20=-299/907, 19-20=-1146/4006, 19-36=-971/3343, 36-37=-971/3343, 18-37=-971/3343, 17-18=-1130/4006, 9-17=-289/907, 15-39=-243/583, 14-39=-243/583 WEBS 4-22=-946/148, 20-22=-1129/3948, 4-20=-138/304, 5-19=-1503/406,6-19=188/1400, 8-18=487/1400, 9-18=-1503/397, 15 -17= -1040/3948,10 -17= -138/304,10 -15= -946/131,2 -22=-959/3527,12-15=-958/3527,7-19=-558/234,7-18=-558/234 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=44ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-2-0-13 to 2-4-0, Interior(1) 2-4-0 to 18-0-0. Exterior(2) 18-0-0 to 32-2-11, Interior(1) 32-2-11 to 46-0-13 zone; cantilever left and right exposed end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 Ib uplift at joint 23 and 525 Ib uplift atjoint 14. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the tap and/or bottom chord. -OAD CASE(S) Standard Run: 8.100 s Mar 92017 Print: 8.100 s Mar 92017 MiTek Industries, Inc. Wed May 31 18:08:44 2017 Page: 1 ID: UgAOKeibZgQo7t5oltTTomzDKZ8-dTdY_kwyM?gsO6J W CfXQR782UnTpElysjzJZRzAuJn Scale= 1:84.3 'late Offsets (X, Y): [3:4-00,Edge],(5:3-00,1-12],[8:4-00,Edge],[11:Edge,3-08],[12:6-00,2-04],114:11-04,4-00],[17:11-04,4-00],[19:6-00,2-04],[20: Edge, 3-081 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) Vdell Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.47 16-17>999 360 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.83 Vert(TL) -0.67 16-17 >786 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.75 Horiz(TL) 0.26 11 n/a n/a M18SHS 220/195 BCLL 0.0' Code IRC2012/TPI2007 Matrix -S Wnd(LL) 0.18 16-17 >999 240 BCDL 7.0 as Weight: 284 Ib FT=O% 12 Scale= 1:84.3 'late Offsets (X, Y): [3:4-00,Edge],(5:3-00,1-12],[8:4-00,Edge],[11:Edge,3-08],[12:6-00,2-04],114:11-04,4-00],[17:11-04,4-00],[19:6-00,2-04],[20: Edge, 3-081 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) Vdell Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.47 16-17>999 360 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.83 Vert(TL) -0.67 16-17 >786 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.75 Horiz(TL) 0.26 11 n/a n/a M18SHS 220/195 BCLL 0.0' Code IRC2012/TPI2007 Matrix -S Wnd(LL) 0.18 16-17 >999 240 BCDL 7.0 Weight: 284 Ib FT=O% LUMBER BRACING TOP CHORD 2x4 OF 1800F 1.8E or 2x4 DF No.1&Btr'Except' T2:2x4 OF 240OF TOP CHORD Structural wood sheathing directly applied, except end verticals, 2.0E and 2-0-0 oc purlins (3-5-12 max.): 5-6. BOT CHORD 2x4 OF 1800F 1.8E or 2x4 DF No.1&Blr'Except' B2:2x4 OF Stud/Std BOT CHORD Rigid ceiling directly applied or 8-0-0 oc bracing. WEBS 2x4 OF Stud/Std 'Excepl' W5,W1,W2:2x4 OF 180OF 1.6E or 2x4 OF WEBS 1 Row at mid t 4-16 5-15 7-15 No.1&8tr MiTek recommends that Stabilizers and required cross bracing be REACTIONS (Ib/Size) 11=2327/5-08, (min. 3-06), 20=2327/5-08, (min. 3-06) installed during truss erection, in accordance with Stabilizer Max Horiz 20=259(LC 13) Installation guide. Max Uplift ll=-525(LC 14), 20=-523(LC 14) Max Gray 11=3155(LC 31), 20=3155(LC 31) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-21=-4981/1242, 21-22=-4829/1254, 3-22=-4818/1267, 3-23=-5161/1333, 23-24=-0944/1354, 4-24=-4720/1356, 4-5=-397811137,5-25=-3366/11047, 25-26=-3366/1047, 6-26=-3366/1047, B-7=-398111136,7-27=-4720/1348, 27 -28= -4943/1346,8 -28= -5160/1325,8 -29=-4818/1275,29-30=-4829/1262,9-30=-4981/1250,2-20=-3091/835, 9-11=-3091/839 BOT CHORD 19-20=-321/488, 4-17=-324/870, 17-31=-1134/4435, 16-31=-1135/4434, 16-32=-840/3363, 15-32=-840/3363, 16-33=-1118/4433,14-33=-111814434, 7-14=.314/865,12-36=-240/487,11-35=-240/487 WEBS 3-19=-1027/142, 17-19=-1132/4217, 3-17=-32/279, 4-16=-1670/460, 5-16=419/1249, 5-15=415/425, 6-15=-415/1249, 7-15=-11363/450, 12-14=-1043/4214,8-14=-59/279, 8-12=-1027/128, 2-19=-939/3853, 9-12=438/3853 NOTES 1) Wind: ASCE 7-10; Vuit=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf, BCDL=4.2psf, h=25f1; B=45ft; L=44f1; eave=5ff; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-2-0-13 to 2-4-0, Interior(l) 2-4-0 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0, Interior(1) 30-2-11 to 46-0-13 zone; cantilever lett and right exposed end vertical lett and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (Oat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fl between the bottom chord and any other members, with BCDL = 7.0psf. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 Ib uplift at joint 20 and 5251b uplift at joint 11. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. _OAD CASE(S) Standard Run: 8 1 s Mar 92017 Print'. 8.100 s Mar 920V MiTek Industries, Inc. Wed May 31 18:08:452017 Page: 1 ID:UgAOKatbZgDo7l5oltlTamzDKZ8,5fBwC4xa7JyidGt5AvAmzefKlu OYh565Njs51 ujm -za�-0s lam um,2 oo.w„ Scale =1:84.3 'late Offsets (X, Y): (5:2-08,2-00], [7:2-08,2.00],[12: Edge, 9-13], [13:2-08,2-00], [15:6-04.4-041.[17:6-04.4-04], [19:2-00,2-001, [20:Edge,9-131 Loading (psf) TCLL 35.0 (Roof Snow= 35.0) TCDL 7.0 BCLL 0.0' BCDL 7.0 Spacing 2-00-001 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC20121TPI2007 CSI TC 0.95 BC 0.59 WB 0.74 Matrtx-S DEL Vert(LL) Vert(TL) Horiz(TL) Wind(LL) in (loc) I/deft Ud -0.30 16-17 >999 360 -0.55 16-17 >962 240 0.20 12 We n/a 0.21 15-16 >999 240 PLATES GRIP MT20 220/195 MT20HS 165/146 Weight: 264 Ib FT=O% LUMBER BRACING TOP CHORD 2x4 OF 2400F 2.OE *Except* T1:2x4 OF 1800F 1.6E or 2x4 DF TOP CHORD 3-01 -08 No.i&Btr BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. BOT CHORD ]D1Li 1 Row at mid t 6-16 7-16, 5-16 WEBS 2x4 DF Stud/Std *Except* W5,W1,W2:2x4 DF 1800F 1.6E or 2x4 OF MiTek recommends that Stabilizers and required cross bracing be 5fiv 24 REACTIONS (Ib/size) 12=2327/5-08, (min. 2-08), 20=2327/5-08, (min. 2-08) Installation guide. Max Hodz 20=276(LC 13) 25 Max Uplift 12=-525(LC 14), 20=-523(LC 14) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. e 4 2 -21= -3474/1196,3 -21= -3330/1220,3 -4=-3570/1282,4-5=-3336/1300,5-22=-2618/990,22-23=-2806/1002, 6 -23= -2462/1019,6 -24= -2462/1019,24 -25=-2606/1002,7-25=-2618/990,7-8=-3336/1293,8-9=-3571/1275, 5 2 19-20=-3111405.5-17m.3221689,17-27=-107513103, le -27=-1076/3102,16-28=-1070/3102, 15-28=-1069/3103, 7-15=-314/589, 13-29=-240/405, 12-29=-240/405 WEBS 5 Tea b8 a R4 0 b 2 9 MT 'IbI221 '`4.1T28X81.12 Ha 0 n as 1 18 08 c 0 B a BaB v 'a4 1 s8� sBa 7M 14aS� YNppJ 2B�M $U1q 4aMM Scale =1:84.3 'late Offsets (X, Y): (5:2-08,2-00], [7:2-08,2.00],[12: Edge, 9-13], [13:2-08,2-00], [15:6-04.4-041.[17:6-04.4-04], [19:2-00,2-001, [20:Edge,9-131 Loading (psf) TCLL 35.0 (Roof Snow= 35.0) TCDL 7.0 BCLL 0.0' BCDL 7.0 Spacing 2-00-001 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC20121TPI2007 CSI TC 0.95 BC 0.59 WB 0.74 Matrtx-S DEL Vert(LL) Vert(TL) Horiz(TL) Wind(LL) in (loc) I/deft Ud -0.30 16-17 >999 360 -0.55 16-17 >962 240 0.20 12 We n/a 0.21 15-16 >999 240 PLATES GRIP MT20 220/195 MT20HS 165/146 Weight: 264 Ib FT=O% LUMBER BRACING TOP CHORD 2x4 OF 2400F 2.OE *Except* T1:2x4 OF 1800F 1.6E or 2x4 DF TOP CHORD Structural wood sheathing directly applied, except end verticals. No.i&Btr BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr WEBS 1 Row at mid t 6-16 7-16, 5-16 WEBS 2x4 DF Stud/Std *Except* W5,W1,W2:2x4 DF 1800F 1.6E or 2x4 OF MiTek recommends that Stabilizers and required cross bracing be No.1&Btr installed during truss erection, in accordance with Stabilizer REACTIONS (Ib/size) 12=2327/5-08, (min. 2-08), 20=2327/5-08, (min. 2-08) Installation guide. Max Hodz 20=276(LC 13) Max Uplift 12=-525(LC 14), 20=-523(LC 14) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2 -21= -3474/1196,3 -21= -3330/1220,3 -4=-3570/1282,4-5=-3336/1300,5-22=-2618/990,22-23=-2806/1002, 6 -23= -2462/1019,6 -24= -2462/1019,24 -25=-2606/1002,7-25=-2618/990,7-8=-3336/1293,8-9=-3571/1275, 9 -26=-3330/1228,10-26=-3474/1204,2-20=-2270/815,10-12=-2270/819 BOT CHORD 19-20=-3111405.5-17m.3221689,17-27=-107513103, le -27=-1076/3102,16-28=-1070/3102, 15-28=-1069/3103, 7-15=-314/589, 13-29=-240/405, 12-29=-240/405 WEBS 6-16=-753/1608, 7-10=-1447/468, 13-15=-1004/2885, 9-15=-54/270, 9-13=-664/120, 5-16=.1447/493,17-19=.1083/2885, 3-17=-23/270.3-19=-664/133, 2-19=-908/2607,10-13=-907/2607 NOTES 1) Wnd: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=44ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-2-0-13 to 2-4-0, Inlenor(1) 2-4-0 to 22-0-0, Exterior(2) 22-0-0 to 264-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (gat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times Flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 7.Opsf. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 Ib uplift at joint 20 and 525 It, uplift at joint 12. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIfrPI 1. _OAD CASE(S) Standard Run: 8100s Mar 92017 Print: 8.100 s Mar 92017 MiTek Industries, Inc. Wed May 31 18:08:452017 Page: 1 ID:UgAOKelhZg0o7t5oltTTamzDKZ8-5fBwC4xa7JyidGtSAvAmzefN u7zYeJ65Njs5VAuJm xarae aowz ram.ix saws xm-rz Scale = 1:84.3 'late Offsets (X, Y): [3:1-12.2-04], [4:5-00,1-07],16:1-12,2-001, 0,1-0 ],16:1 8]z[26.4IOQEdg 1 1804-[023-12],1-071, [13:1-12,2-04], [14:Edge,7-02], [17:4-00,3-121, [19:5-00,0-081, [21:1-01-00.Edge], Loading (psf) Spacing 2-00-00 CSI DEFL in floc) /dell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -1.08 22-23 >487 360 M18SHS 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.81 Vert(TL) -1.55 22-23 >340 240 MT20 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.92 Horiz(TL) 0.51 14 n/a n/a MT20HS 165/146 BCLL 0.0' Code IRC2012/TP12007 Matrix -S Wind(LL) 0.45 22-23 >999 240 MT18HS 220/195 BCDL 7.0 Weight: 6411b FT=0 LUMBER BRACING TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.18Btr *Except* T2:2x6 DF 180OF TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins, 1.6E except BOT CHORD 2x8 DF 180OF 1.6E *Except* B2:2x4 DF 180OF 1.6E or 2x4 DF 2-0-0 oc purlins (3-3-7 max.): 4-12. No.18Btr, B3:2x6 DF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Stud/Std *Except* W3,W7,W6:2x4 OF 180OF 1.6E or 2x4 DF 6-0-0 oc bracing: 24-25,20-21. N0.18Btr SLIDER Left 2x6 OF 180OF 1.8E --4-06-13, Right 2xB DF 180OF 1.6E -- 4-06-13 REACTIONS (Ib/size) 2=6520/5-08, (min. 3-11),14=6520/6-08, (min. 3-11) Max Honz 2=138(LC 9) Max Uplift 2=-1418(LC 10), 14=-1420(LC 10) Max Grant 2=6862(LC 26), 14=6862(LC 26) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3= -12153/2395,2 -3= -12153/2395,3 -4= -12916/2536,4-30=-11487/2272,5-30=-11490/2272,5-31=-22282/4220, 6 -31= -22282/4220,6 -7= -22426/4246,7 -32= -23811/4443,8-32=-23811/4443,8-33=-23811/4443,9-33=-23811/4443, 9-10=-22419/4241, 10-34=-2227714215,11-34=-22277/4216, 11-35=-11490/2274, 12-35=-11487/2275, 12-13=-12916/2539,13-14=-12153/2398,13-14=-12153/2398 BOT CHORD 2-29=-2018/10164, 28-29=-2018110164, 28-36=-2878/15216, 27-36=-2878/15216, 27-37=-622/3156, 26-37=-622/3156, 25 -26= -252/1282,24 -25= -1148/203,6 -24= -498/75,23-24=-4360/23811,22-23=-4365/23841,21-22=-4365/23841, 20-21=-1144/205, 10 -21= -482/76,19 -20= -222/1290,19-38=-591/3163,18-38=-591/3163,18-39=-2819/15217, 17-39=-2819/15217,16-17=-1958/10164,14-16=-1958/10164 WEBS 3 -28= -330/1844,4 -28= -1076/5446,5 -28= -6161/1088,5-27=-3716/671,24-27=-2372/12679,5-24=-1929/10569, 7 -24= -1662/237,9-21=-1706/248,18-21=-2342/12872,11-21=-1916/10560, 11-18=-3714/660,11-17=-6182/1091, 12 -17=-1077/5447,13-17=-331/1844,24-26=-820/4163,19-21=-821/4158 NOTES 1) 2 -ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4.0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=44ft; eave=5tt; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and fight exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.80 4) TCLL: ASCE 7-10; Pf=35.0 psf (Flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. i 0M I saws xm-rz Scale = 1:84.3 'late Offsets (X, Y): [3:1-12.2-04], [4:5-00,1-07],16:1-12,2-001, 0,1-0 ],16:1 8]z[26.4IOQEdg 1 1804-[023-12],1-071, [13:1-12,2-04], [14:Edge,7-02], [17:4-00,3-121, [19:5-00,0-081, [21:1-01-00.Edge], Loading (psf) Spacing 2-00-00 CSI DEFL in floc) /dell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -1.08 22-23 >487 360 M18SHS 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.81 Vert(TL) -1.55 22-23 >340 240 MT20 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.92 Horiz(TL) 0.51 14 n/a n/a MT20HS 165/146 BCLL 0.0' Code IRC2012/TP12007 Matrix -S Wind(LL) 0.45 22-23 >999 240 MT18HS 220/195 BCDL 7.0 Weight: 6411b FT=0 LUMBER BRACING TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.18Btr *Except* T2:2x6 DF 180OF TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins, 1.6E except BOT CHORD 2x8 DF 180OF 1.6E *Except* B2:2x4 DF 180OF 1.6E or 2x4 DF 2-0-0 oc purlins (3-3-7 max.): 4-12. No.18Btr, B3:2x6 DF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Stud/Std *Except* W3,W7,W6:2x4 OF 180OF 1.6E or 2x4 DF 6-0-0 oc bracing: 24-25,20-21. N0.18Btr SLIDER Left 2x6 OF 180OF 1.8E --4-06-13, Right 2xB DF 180OF 1.6E -- 4-06-13 REACTIONS (Ib/size) 2=6520/5-08, (min. 3-11),14=6520/6-08, (min. 3-11) Max Honz 2=138(LC 9) Max Uplift 2=-1418(LC 10), 14=-1420(LC 10) Max Grant 2=6862(LC 26), 14=6862(LC 26) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3= -12153/2395,2 -3= -12153/2395,3 -4= -12916/2536,4-30=-11487/2272,5-30=-11490/2272,5-31=-22282/4220, 6 -31= -22282/4220,6 -7= -22426/4246,7 -32= -23811/4443,8-32=-23811/4443,8-33=-23811/4443,9-33=-23811/4443, 9-10=-22419/4241, 10-34=-2227714215,11-34=-22277/4216, 11-35=-11490/2274, 12-35=-11487/2275, 12-13=-12916/2539,13-14=-12153/2398,13-14=-12153/2398 BOT CHORD 2-29=-2018/10164, 28-29=-2018110164, 28-36=-2878/15216, 27-36=-2878/15216, 27-37=-622/3156, 26-37=-622/3156, 25 -26= -252/1282,24 -25= -1148/203,6 -24= -498/75,23-24=-4360/23811,22-23=-4365/23841,21-22=-4365/23841, 20-21=-1144/205, 10 -21= -482/76,19 -20= -222/1290,19-38=-591/3163,18-38=-591/3163,18-39=-2819/15217, 17-39=-2819/15217,16-17=-1958/10164,14-16=-1958/10164 WEBS 3 -28= -330/1844,4 -28= -1076/5446,5 -28= -6161/1088,5-27=-3716/671,24-27=-2372/12679,5-24=-1929/10569, 7 -24= -1662/237,9-21=-1706/248,18-21=-2342/12872,11-21=-1916/10560, 11-18=-3714/660,11-17=-6182/1091, 12 -17=-1077/5447,13-17=-331/1844,24-26=-820/4163,19-21=-821/4158 NOTES 1) 2 -ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4.0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=44ft; eave=5tt; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and fight exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.80 4) TCLL: ASCE 7-10; Pf=35.0 psf (Flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Run 8100 a Mar 92017 Print:8. 100 a Mar 92017 MiTek Industries, Inc Wed May 3178:08452017 Page:2 ID:UgAOKel bZgDo7t5oltT-rwzDKZB5fBwC4xa7JyidGt5AVAmzefN_u7zVeJ65Njs51zAUJm 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1418 lb uplift atjoint 2 and 14201b uplift at joint 14. 12) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1304 Ib tlown and 317 Ib up at 7-11-8,441 Ib down and 92 Ib up at 10-0-12, 441 Ib down and 921b up at 12.0-12, 20061b down and 4251b up at 13-10-8, 2006 lb down and 4251b up at 30-1-8,441 Ib down and 92 Ib up at 31-11-4, and 441 Ib down and 92lb up at 33-11-4, and 1304 lb down and 317 Ib up al 35-11-4 on bottom chard. The design/selection of such connection device(s) is the responsibility of others. -OAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (Ib/ft) Vert: 1-4=-84, 4-12=-84, 12-15=-84, 2-25=-14, 21-24=-14, 14-20=-14 Concentrated Loads (lb) Vert: 28=-1304(6), 17= -1304(B),26= -2006(B), 19= -2006(B),36= -441(B),37= -441(6),38=-441(B), 39=-441(8) Run 8. t 005 Mar 92017 Print :8.100s Mar 92017 MiTek Industries, Inc Wed May 3118:08462017 Page:1 ID:IKIVOxSzOSNAkr5lBiZn_3zMW1 P-ZSIIPQyCtWZFQSHkdh?VSCallbSHGUFK1TQeJZAUJI .2.0145 9.00-00 taoo.nn 18-01-05 Scale = 1:58 'late Offsets (X, Y): [2:3-00,1-08], [3:2-00,2-08], [4:3-00,1-08] Loading (psf) Spacing 2-00-00 CSI DEL in (loc) Vdefl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.07 6-7 1999 360 MT20 220/195 (Roof Snow =35.0) Lumber DOL 1.15 BC 0.28 Vert(TL) -0.14 6-7 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.22 HofIZ(TL) 0.00 6 nla n/a BCLL 0.0• Code IRC20121TPI2007 Matrix -S wind(ILL) 0.09 8-7 1999 240 BCDL 7.0 Weight: 91 lb FT=O% LUMBER BRACING TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF NoA&Btr TOP CHORD structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1&Btr except end ver icals. WEBS 2x4 OF Stud/Std `Except' W1:2x4 OF 1800F 1.6E or 2x4 OF No. 1&Btr BOT CHORD Rigid ceilinq directly aODlied or 6-0-0 oc bracing. REACTIONS (Ib/size) 6=957/5-08, (min. 1-08), 6=957/5-08, (min. 1-08) MiTek recommends that Stabilizers and required cross bracing be Max Horiz 8=-159(LC 10) installed during truss erection, in accordance with Stabilizer Max Uplift 6=-225(LC 12), 8=-225(LC 12) Installation guide. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-708/303, 9-10=-672/323, 3-10=-482/339, 3-11=-482/339, it -12=-672/323, 4-12=-7081303, 2-8=-906/359, 4-6=-906/359 WEBS 2-7=A11/307. 4-7=-112/307 NOTES 1) Wind:ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) -2-1-0 to 0 -ii -0, Intedor(1) 0-11-0 to 8-0-0, Exterior(2) 8-0-0 to 11-0-0 zone; can0lever left and right exposed ; end vertical left and right exposed; porch left and night exposed;C-C far members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Cl= 1 3) This truss has been designed for greater of min roof live load of 16.0 psf or -2.00 limes Flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fl between the bottom chord and any other members. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 225 lb uplift at joint 8 and 225 lb uplift at joint 6. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI7TPI 1. -OAD CASE(S) Standard Run: 8.100 s Mar 92017 Print. 8.100 s Mar 92017 MiTek Industries, Inc. Wed May 31 18.08:472017 Page: 1 IO:ftayVrySgms119A_UALZVXzMW1b-121gwzgewC01al TIKCE23lk0i_wOkEPYhCz MzAuJk -201-15 a-00.00 16.0600 18.01-15 Scale = 1:56.3 Loading (psf) Spacing 2 -00 -DO CSI DEFL in (loc) /deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow =35.0) Lumber DOL 1.15 BC 0.07 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.19 Horiz(TL) 0.00 12 n/a n/a BCLL 0.0 Cade IRC20121TPI2007 Matrix -R BCDL 7.0 Weight: 106 lb FT=O% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Bir BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std REACTIONS All bearings 16-00-00. (lb) - Max Horiz 20=-159(LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 14, 15, 17, 18 except 12=-138(LC 12),13=-128(LC 16),19=-128(LC 16),20=-138(LC 12) Max Grav All reactions 250 (Ib) or less at joint(s) 13, 14, 15, 16, 17, 18, 19 except 12=476(LC 16),20=476(LC 16) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-20=-478/198,10-12=-478/197 BRACING TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc purlins, except end verticals. BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 11 Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cal. II; Fxp B; enclosed; MWFRS (directional) and C -C Corner(3) -2-1-0 to 0-11-0, Exterior(2) 0-11-0 to 8-0-0, Corner(3) 8-0-0 to 11-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=35.0 psi (Bat roof snow); Category Il; Exp B; Partially Exp.; Ct= 1 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times gat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 2-0-0 oc. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding t001b uplift atjoint(s) 17, 18, 15, 14 except Qt=1b) 20=137, 12=137, 19=128, 13=128. 12) This truss is designed in accordance with the 2012 International Residential Cade sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. _OAD CASE(S) Standard Run: 8.100 s Mar 9 2017 Print: 8.100 s Mar 9 2017 MiTek Industries, Inc. Wed May 31 18:08:47 2017 Page: 1 ID:w_pG6bi8dAwDJU5oGwcPG5zPTfB-121gcmzq"COtal TIKCE231jkvm0idPVhCzAmzAUJk aaaco laoo-oa Scale = 1:61.8 -late Offsets (X, 1): [1:3-00,1-08], [2:2-00,2-08], [3:3-00,1-08], [7:1-00,1-04], [8:1-00,1-04] Loading (psf) Spacing 2-00-00 CSI DEPL in (loc) Utleft UdVLA GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.07 4-5 >999 360220/195 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.28 Vert(TL) -0.14 4-5 >999 240 TCDL 7.0 Rep Stress lncr VES WB 0.23 Horiz(TL) -0.06 8 We n/a BCLL 0.0' Code IRC2012/TPI2007 Matrix -S Wind(LL) 0.10 5-6 >999 240 BCDL 7.0 7 lb FT=O% LUMBER BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr TOP CHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Bir WEBS 2x4 DF Stud/SW *Except* W1:2x4 DF 1800F 1.6E or 2x4 DF No.l&Btr BOT CHORD REACTIONS (Ib/size) 7=770/110echanical, 8=770/Mechanical Max Horiz 7=165(LC 11) Max Uplift 7=168(LC 12), 8=-168(LC 12) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-9=-732/316, 9-10=-554/321, 2-10=-506/339, 2-11=-506/347, 3-11=-732/328, 6-7=-770/398, 4-8=-770/388, 3-4=-718/285 BOTCHORD 5-6=-231/257 WEBS 1-5=-195/340, 3-5=-162/340 Structural wood sheathing directly applied or 2-2-0 oc purlins except end verticals. Rigid ceiling directly applied or 10-0-0 00 bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, 1-6=-718/290, NOTES 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-0-0, Extedor(2) 8-0-0 to 11-0-0 zone; cantilever left and right exposed ; end vertical left and fight exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct= 1 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 7 and 168 lb uplift at joint S. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502. 11.1 and R802.10.2 and referenced standard ANSVTPI 1. _OAD CASE(S) Standard AJ L Run:8.100sMar 92017 Print. B. f 00sMar 92017 MiTekind.dries, Inc. Md May 3118:08:472017 Page:1 ID.UgAOKel bZgQo7t5oltTTomzDKZ8.121gcmzgewCDta1TIKCE23lgWx7OelPVhCrAmzAuJk .2-11-02 5-137-02 ftln rn NOTES 1) Wind: ASCE 710; Vul1=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24tt; eave=oft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.80 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Cl= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 262 lb uplift at joint 9 and 227 Ib uplift at joint 7. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 to down and 128 to up at 2-9-0, 39 to down and 128 Ib up at 2-9-0, 102 Ib down and 46 Ib up at 5-6-15, 102 Ib down and 46 Ib up at 5-6-15, and 231 Ib down and 78 It, up at 8.4-14, and 231 Ib down and 78 Ib up at 8-4-14 on top chord, and 7 Ib down and 2 Ib up at 2-9-0, 7 to down and 2 Ib up at 2-9-0, 18 Ib down and 8 Ib up at 5-6-15, 18 to down and 8 Ib up at 5-6-15, and 52 Ib down and 19 Ib up at 8-4-14, and 52 Ib down and 191b up at 8-4-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). -OAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-84, 2-4=-84, 4-5=-84, 6-9=-14 Concentrated Loads (Ib) Vert: 8=-15(F=-8, B=-8), 3=-66(F=-33, B=-33), 10=43(F=21, B=21), 12=-323(F=-161, B=-181), 13=-4(F=-2, B=-2), 13=-4(F=-2, B=-2), 14=-43(F=-22, B=-22) 50410 scale = 1:50.9 -late Offsets (X, Y): [7:1-08,2-08],[9:3-00,2-00] Loading (psf) Spacing 2-00-00 CSI DEFL in (loo) /deb L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.04 7-8 '999 360 MT20 220/195 (Roof Snow =35.0) Lumber DOL 1.15 BC 0.32 Vert(TL) -0.09 7-8 >999 240 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WS 0.57 Horiz(TL) 0.01 7 n/a n/a BCLL 0.0' Code IRC2012/TP12007 Matrix -S Wind(LL) 0.04 7-8 >999 240 BCDL 7.0 Weight: 60 lb FT=0% LUMBER BRACING TOP CHORD 2x4 OF 240OF 2.0E TOP CHORD Structural wood sheathing directly applied of 6-0-0 oc purlins, BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.18Blr except end verticals. WEBS 2x4 DF Stud/Std'Except* W1,W5:2x4 OF 180OF 1.6E or 2x4 OF BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. No.18Blf MiTek recommends that Stabilizers and required cross bracing be REACTIONS (Ib/size) 7=833/Mechanical, 9=918/7-06, (min. 1-08) installed during truss erection, in accordance with Stabilizer Max Hodz 9=137(LC 7) Installation guide. Max Uplift 7=-227(LC 7), 9=-262(LC 10) Max Gray 7=883(LC 15), 9=918(LC 15) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-9=-878/245, 2-10=-957/248, 10-11=-835/251, 3-11=-833/252, 4-7=420/72 BOT CHORD 9-13=-835/87, 8-13=-835/87, 8-14=-292/846, 7-14=-292/848 WEBS 3-8=-69/254, 2-8=-234/1056, 3-7=-882/282 NOTES 1) Wind: ASCE 710; Vul1=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24tt; eave=oft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.80 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Cl= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 262 lb uplift at joint 9 and 227 Ib uplift at joint 7. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 to down and 128 to up at 2-9-0, 39 to down and 128 Ib up at 2-9-0, 102 Ib down and 46 Ib up at 5-6-15, 102 Ib down and 46 Ib up at 5-6-15, and 231 Ib down and 78 It, up at 8.4-14, and 231 Ib down and 78 Ib up at 8-4-14 on top chord, and 7 Ib down and 2 Ib up at 2-9-0, 7 to down and 2 Ib up at 2-9-0, 18 Ib down and 8 Ib up at 5-6-15, 18 to down and 8 Ib up at 5-6-15, and 52 Ib down and 19 Ib up at 8-4-14, and 52 Ib down and 191b up at 8-4-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). -OAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-84, 2-4=-84, 4-5=-84, 6-9=-14 Concentrated Loads (Ib) Vert: 8=-15(F=-8, B=-8), 3=-66(F=-33, B=-33), 10=43(F=21, B=21), 12=-323(F=-161, B=-181), 13=-4(F=-2, B=-2), 13=-4(F=-2, B=-2), 14=-43(F=-22, B=-22) 7-11-05 Run. 8.100 s Mar 92017 Print: 8.100 s Mar 92017 MiTek Industries, Inc. Ned May 31 18:08.472017 Page: 1 ID:OW OvEHOBfhtRRN4E2PwjdzMMK-121gomzgewCOtal TIKCE23luli9s01DPYhCzgmz uJk 12-00.00 7-11-05 13x4 y 2751* -11F 3x41 p Scale =1:49.9 plate Offsets (X, Y): [5:1-09,Edge], [11:1-09,Edge], [22:3-00,3-001 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deb Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.01 Vert(TL) n/a - n/a 999 23, 24, 26, 27, 28 TCDL 7.0 Rep Stress Incr YES WB 0.12 21, 22, 23, 24, 25, 26, 27, 28 BCLL 0.0' Code IRC2012/TP12007 NOTES 1) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=oft; Cat. II; Exp B; enclosed; MWFRS BCDL 7.0 Interior(1) 23-10-11 to 27-6-12 zone; cantilever left and fight exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Weight: 196 lb FT=O% LUMBER BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.t&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 1800F 1.8E or 2x4 DF No.i &Str except WEBS 2x4 DF Stud/Std 2-0-0 oc purlins (6-0-0 max.): 5-11. OTHERS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 27-10-11. WEBS 1 Row at midpt 5-25, 6-24, 7-23, 11-19, 10-20, 9-21, (Ib) - Max Hodz 1=-164(LC 10) 8-22 Max Uplift All uplift 100 (lb) or less at joint(s) 1, 15, 16, 17, 18, 20, 21, 22, MiTek recommends that Stabilizers and required cross bracing be 23, 24, 26, 27, 28 installed during truss erection, in accordance with Stabilizer Max Grav All reactions 250 (Ib) or less atjoint(s) 1, 15, 16, 17, 18, 19, 20, Installation guide. 21, 22, 23, 24, 25, 26, 27, 28 FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=oft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 7-11-5, Exterior(2) 7-11-5 to 23-10-11, Interior(1) 23-10-11 to 27-6-12 zone; cantilever left and fight exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=35.0 psf (gat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 1, 15, 28, 27, 26, 24, 23, 16, 17, 18, 20, 21, 22. it) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1. 12) Graphical pur in representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. _OAD CASE(S) Standard Run :8.l00s Mar 92017 Print. 8.100s Mar 92017 MiTek Industries, Inc. Wed May 3118:08482017 Page:1 10:OkmOvEHOBfhtRR`ME2PwjdzMMK-VEs3g6zTPEKHUkcgs2kTeHH 65HEIDPYnLyWC¢AUJj 5-11-05 5-11-05 13x4 0 11-10-11 3x4 Scale = 1:41.5 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) "de' L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow =35.0) Lumber DOL 1.15 SC 0.20 Vert(TL) n/a - n/a 999 Installation guide. TCDL 7.0 Rep Stress Incr YES WB 0.00 BCLL 0.0 Code IRC20121TPI2007 BCDL 7.0 Weight: 62 lb FT=O% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 20 DF Stud/Std REACTIONS All bearings 11-10-11. (Ib) - Max Hodz 1=-11SLC 10) Max Uplift All uplift 100 (Ib) or less at joints) 1, 3, 4, 8 Max Gray All reactions 250 (Ib) or less at joint(s) 4, 5, 6, 7, 8 except 1=389(LC 1),3=389(LC 1) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid wiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-13=496/90, 13-14=324/90, 2-14=-308/108, 2-15=-308/108, 15-16=-324/90, 3-16=-496/90 NOTES 1) Wind: ASCE 7-10; Vul1=115mph (3 -second gust) V(I RC2012)=91 mph; TCDL=4.2psf, BCDL=4.2psF h=25ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 5-11-5, Exterior(2) 5-11-5 to 8-11-5 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TP11. 3) TCLL: ASCE 7-10; Pf=35.0 psf (gat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 3) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members, with BCDL = 7.Opsf. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, e, 4. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. _OAD CASE(S) Standard A4 L Run. 8.100 a Mar 92017 Print 8.100 s Mar 92017 MiTek Industries, Inc Wed May 31 18:08:48 2017 Page: 1 ID: OkmOVEHOBmtRRWE2PwjdzMMK-VEs3g6zTPEKHUkcgs2kTaHHy SHLIBmYnLYWCzAuJj -2-01-09 4-0000 8-00-00 4x12 Scale = 1:47.3 'late Offsets (X, Y): [2:8-01,Edge] 8-00-00 Loading (psf) TCLL 35.0 (Roof Snow =35.0) TCDL 7.0 BCLL 0.0' BCDL 7.0 Spacing 2-00-00 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2012frPI2007 CSI TC BC WB Matrix -MP 0.48 0.25 0.17 2-01-09 4-0040 4-00-00 LUMBER 2x TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No. 1&Btr 5 TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc purlins, BOT CHORD 24 except end verticals. sr 2x4 DF Stud/Std BOT CHORD 4 SLIDER Left 2x8 OF SS -- 1-06-00 5x6 z MiTek recommends that Stabilizers and required cross bracing be REACTIONS (Ib/size) 2=581/5-08, (min. 1-08), 8=362/Mechanical 3 34 installed during truss erection, in accordance with Stabilizer 2 Max Hodz 2=133(LC 13) 1-0 j� Max Uplift 2=-137(LC 14), 6=-94(LC 11) 1 4x12 Scale = 1:47.3 'late Offsets (X, Y): [2:8-01,Edge] 8-00-00 Loading (psf) TCLL 35.0 (Roof Snow =35.0) TCDL 7.0 BCLL 0.0' BCDL 7.0 Spacing 2-00-00 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2012frPI2007 CSI TC BC WB Matrix -MP 0.48 0.25 0.17 I DEFL Vart(LL) Vart(TL) Ho (TL) Wnd(LL) in (loo) Well Ud -0.09 6-9 >999 360 -0.17 6-9 >556 240 0.02 2 n/a n/a 0.12 6-9 >776 240 PLATES GRIP MT20 220/195 Weight: 421b FT=O% LUMBER BRACING TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No. 1&Btr TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc purlins, BOT CHORD 2x4 DF 1800F 1.6E or 2x4 OF No. 1&Btr except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing, SLIDER Left 2x8 OF SS -- 1-06-00 MiTek recommends that Stabilizers and required cross bracing be REACTIONS (Ib/size) 2=581/5-08, (min. 1-08), 8=362/Mechanical installed during truss erection, in accordance with Stabilizer Max Hodz 2=133(LC 13) Installation guide. Max Uplift 2=-137(LC 14), 6=-94(LC 11) Max Gray 2=613(LC 19), 6=455(LC 19) FORCES (Ib) - Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-460/484, 3-4=-427/131 BOTCHORD 2-6=-251/336 WEBS 4-6=402/249 NOTES 1) Wind: ASCE 7-10; Vul1=ll5mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf, BCDL=4.2psf; h=25ft; 8=45ft; L=2411; eave=4ft; Cal. 11; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Cl= 1 3) Unbalanced snow loads have been considered for this design. f) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 Ib uplift at joint 2 and 94 Ib uplift at Joint 6. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. -OAD CASE(S) Standard Scale =1:43.5 'late Offsets (X, Y): [2:1-08.0-04) Run: 8.100 s Mar 92017 Print. 8.100s Mar 92017 M,Tek Industries, Inc. Wed May 31 18.08:482017 Page: 1 ID:UgAOKelbZp0o715oltTTomzDKMVEs3g8zTPEKHUkcgs2kTaHHw45HhIOPYnLyWCzAWj -2-01-09 511-11 4x8 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.06 2-5 >999 360 MT20 220/195 (Roof Snow =35.0) Lumber DOL 1.15 BC 0.23 Vert(TL) -0.13 2-5 >540 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.04 4 n/a n/a BCLL 0.0' Code IRC2012/7PI2007 Matrix -P Wind(LL) 0.09 2-5 >772 240 BCDL 7.0 Weight: 301b FT=O% LUMBER BRACING TOP CHORD 2x4 DF 1800F 1.8E or 2x4 OF No.1&Bir TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc pudins. BOT CHORD 2x4 DF 1800E 1.8E or 2x4 OF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. SLIDER Left 2x8 OF SS -- 3-08-02 REACTIONS (Ib/size) 2=493/5-08, (min. 1-08), 4=218/Mechanical, 5=41 /Mechanical Max Horiz 2=94(LC 14) Max Uplift 2=-100(LC 14), 4=-58(LC 14), 5=-21 (LC 10) Max Grav 2=518(LC 19), 4=280(LC 78), 5=100(LC 5) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf, BCDL=4.2psf; h=25ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 5-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (Flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Flt between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 4, 100 Ib uplift at joint 2 and 21 Ib uplift at joint 5. 3) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard AN 1. _OAD CASE(S) Standard Run: 8.100s Mar 92017 Print: 8.100s Mar 92017 M,Tek Industries, Inc. Wed May 31 18:08:482017 Page: 1 ID:UgAOKelbZgQo7t5oltlTomzDKZ8-VEs3g6zTPEKHUkcgs2kTaHHzp5JgIDPYnLyWICzAuJI -2-01-09 3-11-11 4x8 scale = 1:39.7 -late Offsets (X, Y): [2:1-08,2-12] 3-11-11 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.01 2-5 >999 360 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.10 VerbTL) -0.03 2-5 >999 240 TCDL 7.0 Rep Stress lncr YES WB 0.00 HorIZ(TL) -0.01 4 n/a n/a BCLL 0.0' Code IRC2012rrP12007 Matrix -P Wind(LL) 0.02 2-5 >999 240 BCDL 7.0 Weight: 21 lb FT=O% LUMBER TOP CHORD 2x4 DF 180OF 1.6E or 20 DF No.1&Btr BOTCHORD 20 DF 180OF 1.6E or 20 DF No.1&Btr SLIDER Left 2x8 DF SS --2-04-11 REACTIONS (Ib/size) 2=411/5-08, (min. 1-08),4=118/Mechanical, 5=27/Mechanical Max Hodz 2=71 (LC 14) Max Uplift 2=-89(LC 14), 4=-57(LC 18), 5=-14(LC 10) Max Grav 2=457(LC 18), 4=152(LC 19), 5=66(LC 5) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=ll5mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp 8; enclosed; MWFRS (directional) and C -C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 3-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.80 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (Flat roof snow); Category Il; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. A) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 4, 89 to uplift at joint 2 and 14 lb uplift at joint 5. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlrrPI 1. _OAD CASE(S) Standard Run: 8.100 s Mar 92017 Print 8,100 a Mar 92017 MiTek Industries, Inc Wed May 3118:08.482017 Page:1 ID:UgAOKel bZgDo7t5ol tTTomzDKZB-VEs3g6zTPEKHUkrgs2kTaHHyH5K_IDPYnLyWCzAuJj EEM -2-01-09 4x8 Scale = 1:41.4 'late Offsets (X, Y): [2:1-08.0-04] Loading (psf) Spacing 2-00-00 CSI TOP CHORD DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) 0.00 2-5 >999 360 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.02 Vert(TL) 0.00 2-5 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 4 n/a Na BCLL 0.0' Code IRC2012/7P12007 Matrix -P Wind(LL) 0.00 2-5 >999 240 BCDL 7.0 Weight: 14 lb FT=0% LUMBER BRACING TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr BOT CHORD SLIDER Left 2x8 OF SS -1-08-04 REACTIONS (Ib/size) 2=361/5-08, (min. 1-08), 4=-9/Mechanical, 5=14/Mechanical Max Honz 2=49(LC 14) Max Uplift 2=-87(LC 14), 4=-154(LC 18), 5=-7(LC 11) Max Grav 2=513(LC 18), 4=6(LC 12), 5=33(LC 5) FORCES (Ib) - Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 1-11-11 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-2-0-13 to 0-11-3, Intenor(1) 0-11-3 to 1-11-9 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 Ib uplift at joint 2, 7 l uplift at joint 5 and 154 Ib uplift at joint 4. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. _OAD CASE(S) Standard Run: 8.100 s Mar 92017 Print 8.100 s Mar 92017 MRek Industries, Inc. Ned May 31 18:08:482017 Page: 1 ID:Ok QYEHOB1htRRME2PwjdzMN.6K-VEs3gBzTPEKHUkcgs2kTaHH?W56cl7tYnLyWCz uJj 4-03-08 8-00-00 Scale = 147.5 'late Offsets (X, Y): [1:3-08,0-05], (5:1-12,2-00], [6:4-00,1-08] Loading (psf) Spacing 2-00-00 CSI IDEFL in (loc) YdeB L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.03 1-6 >999 360 MT20 220/195 (Roof Snow =35.0) Lumber DOL 1.15 BC 0.30 Vert(TL) -0.05 1-6 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.42 Horiz(TL) 0.01 5 n/a n/a BCLL 0.0' Code IRC2012/TP12007 Matrix -P Wind(LL) 0.02 1-6 >999 240 BCDL 7.0 Weight: 98 lb FT=O% LUMBER BRACING TOP CHORD 2x4 DF 1800F 1.8E or 2x4 DF No.18Btf TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 DF 1800F 1.6E -- 2-04-15 REACTIONS (Ib/size) 1=1844/5-08, (min. 1-08), 5=1950/Mechanical Max Horiz 1=124(LC 9) Max Uplift 1=-388(LC 10), 5=-427(LC 7) Max Grav 1=1865(LC 14), 5=2020(LC 14) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1976/394, 1-2=-1976/394, 2-3=A888/402 BOT CHORD 1-7=-363/1591, 7-8=-363/1591, 6-8=-363/1591, 6-9=-363/1591, 9-10=-363/1591, 5-10=-363/1591 WEBS 3-6=-425/1895, 3-5=-2011/454 NOTES 1) 2 -ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 do. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2pst BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=35.0 psf (Flat roof snow); Category Il; Exp B; Partially Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 388 Ib uplift at joint 1 and 427 Ib uplift at joint 5. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 756 Ib down and 166 Ib up at 1-0-12, 756 Ib down and 166 Ib up at 3-0-12, and 758 Ib down and 166 Ib up at 5-0-12, and 757 Ib down and 167 Ib up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. _OAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (Ib/ft) Vert: 1-4=-84, 1-5=-14 Concentrated Loads (Ib) Vert: 7= -758(B),8= -756(B), 9=-756(B), 10=-757(B) Run: 8.100 s Mar 92017 Print: 8.100s Mar 9 2017 MiTek Industries, Inc Wed May 31 18:08:492017 Page: 1 ID:UgA0Kel bZg007t501tTTanzDKZB-zRORi S_5AXS86tBSPIFi7Ug6aVbGUb7i0 h4FezAuJi 30612 -2-01-09 600-00 Scale = 1:51.1 'late Offsets (X, Y): (8:5-04,2-00] Loading (pst) TCLL 35.0 (Roof Snow =35.0) TCDL 7.0 BCLL 0.0` BCDL 7.0 Spacing 2-00-00 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2012/7PI2007 CSI TC BC WB Matrix -P 0.55 0.34 0.35 DEFL Vert(LL) Vert(TL) Horiz(TL) Wind(LL) in (lm) I/defl L/d -0.03 7 >999 360 -0.06 5-6 >999 240 0.03 5 n/a n/a 0.04 5-6 >999 240 PLATES GRIP MT20 220/195 Weight: 48 lb FT=O% LUMBER BRACING TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.i&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.i&Btr'Except* B2:2x4 DF Stud/Std except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 5=351/Mechanical, 8=590/5-08, (min. 1-08) MiTek recommends that Stabilizers and required cross bracing be Max Hodz 8=142(LC 11) installed during truss erection, in accordance with Stabilizer Max Uplift 5=-94(LC 11), 8=-138(LC 14) Installation guide. Max Grav 5=444(LC 19), 8=623(LC 19) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-585/287, 2-9=-921/498, 3-9=-891/507 BOT CHORD 3-6=-337/232, 5-6=-653/814 WEBS 6-8=-251/135, 2-6=4007774, 3-5=-845/851 NOTES 11 Wind: ASCE 7-10; Vul1=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fl between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 Ib uplift at joint 8 and 94 lb uplift at joint 5. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVfPI 1. -OAD CASE(S) Standard