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HomeMy WebLinkAboutStructural Plans'Joh Truss 10035-12 C1 Alpine Truss, Montrose, CO - 81401, Dennis Jones 7.9-2 7-9-2 4.00;12 4612 2665x/08 8x8 81 14 'Truss Type COMMON 6-2-14 14-0-0 7-0-0 464 15 j\ 4114 r Braha407Common 4 1 ,lob Reference {optional) 7.340 s Mar 28 2012 MiTek Industries, Inc. Wed Nov 21 17:07:34 2012 Page 1 ID:Bh2g6t6?A9TCMBB_h7JOukySCrC-D_d45KVOF1QaGHhNC5nYAnHvWVOSaLBh4lqnOTyGtgt 21-0-0 7-0-0 28-0-0 6-2-14 34-2-14 7-9-2 44- 6 X6.0. �... --.--- _ -_ - -- ... .----- Scale =1:72. 6x8 = 13 12 264 II 866 — 4613 0-40 7-9-2 7-9.2 6-2-14 14-0.0 7-0A 21-0-0 16 I 1-6-0 i 42-0-0 Sq -C8:42-0-1 Plate Offsets)X,Y): [2:0-1-8,0-2-0],13:0-4-0,0-4-8], [7:0-4-0,0-4-8], [8:0-1-8,0-2-0], [11:0-4-0,0-5-4],[13:0-4-0,0-5-4] 42-0-0 4x4 16 Bx8 8 9�s i B2__ 10 4612 264II 7-0-0 LOADING fps() Tat 40-0 SPACING 2-0-0 (Roof Snow=40.0) Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 • RepStresslncr NO BCDL 10.0 Code 1RC2009/TPI2007 11 8x8 - 28-0-0 6-2-14 34-2-14 7-9-2 26650/08 CSI TC 0.58 BC 0.77 WB 0.53 ( Matrix) DEFL in floc) I/defl L/d Vert(LL) -0.43 12 >999 360 Vert(TL) -0.7612-13 >655 180 Hor2(TL) 0.25 8 n/a n/a WindlLL) 0.10 13 >999 240 42-0-0 }1601 h1-6-0 Sq -Cl -42-0-1 PLATES GRIP MT20 169/123 Weight: 213 Ib FT =O% LUMBER BRACING TOP CHORD 2x6 SPF -S 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3-0-9 ac purlins. BOT CHORD 2x6 SPF -S 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4SPF-51650F 1.5E *Except* WEBS 1 Row at midpt 9-12, 6-12 W1,W3,W7,W9:2x4WWStud --- --- l MiTek recommends that Stabilizers and required cross bracing be installed ! during truss erection, in accordance with Stabilizer Installation guide. J REACTIONS (lb/size) 2=2665/0-5-8 (min.0-3-13),8=2665/0-5-8 (min.0-3-13) Max Horz 2=-65(LC 8) FORCES (Ib) Maximum Compression/Maximum Tension TOP CHORD 1-2-0/65, 2-3=-6168/0, 3-15=-5150/0, 4-15-5022/0, 4-5-3986/0, 5-6=-3986/0, 6-16=-5022/0, 7-16=-5150/0, 7-8=-6168/0, 8-9=0/65 801 CHORD 2-14=0/5680, 13-14=0/5677, 12-134J/4791, 11-12=0/4791, 10-11=0/5677, 8-10-0/5680 WEBS 3 -14=0/281,4 -13=0/518,5 -12=0/1721,6 -11=0/518,7 -10=0/281,3-13=-966/4,4-12=-1722/7,6-12=-1722/7,7-11=-966/5 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCU.: ASCE 7-05; Pf=40.0 psf (flat roof snow]; Category Il; Exp 6; 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 toad of 40.0 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. 6) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 10035-12 Truss C1GE Alpine Truss, Montrose, CO - 81401, Dennis Jones 0.0.0 4 I 1 ��r3` 12 5>I1 I 3x6 Truss Type GABLE 21-0-0 4.00 12 56 city 2 21-0-0 511 = 13 14 15 12 /_ 11 Ply 'Brad Chaffey / 40'x70' / Common Joh Reference (optional) 7340 s Mar 28 2012 MINI{ Industries, Inc. Wed Nov 21 17:08:002012 Page 1 10:8h2g6t6?A9TCMB8_h7JQukySCrC-5?6wDp171huNHgNjYEe0GMQQzQkg0VW 2n7LizyGtgT 21-0-0 42-0-0 Scale =1:681 16 Drop for 2x6 17 �16 19 1 ` 1 T-. 20 54 21 �L- 505 9 23 24 25 _T4 a 0 26 `_ 27 52 51 50 49 40 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 5x5- 515- 0.0.0 5q-Ck:42-0-0 ( Plate Offsets KY): 17:0-2-8,03-01 LOADING (psf) TCLL 40.0 (Roof Snow=40.0) 10.0 0.0 { 10.0 TCDL BCLL BCDL LUMBER TOP CHORD BOT CHORD OTHERS 2-8,0-3.0), [34:0-2-8,0-3-01, [46_0-2-8,03-0) SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code IRC2009/TPI2007 2x4 SPF -S 1650F 1.5E 2x4 SPF -5 1650F 1.5E 2x4 WW Stud CSI TC 0.27 BC 0.16 WB 0.22 (Matrix) 42-0-0 42-0-0 42-0-0 DEFL in (lac) I/defl Vert(LL) n/a n/a Vert(TL) n/a - n/a Horz(TL) 0.00 27 n/a BRACING TOP CHORD ROT CHORD L/d 999 999 n/a PLATES GRIP MT20 169/123 106 42-0.0 Weight: 189 Ib FT=0% 5q-Ck:42-0-0 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MITA recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=219/42-0-0 (min. 0-7-1), 40=154/42-0-0 (min. 0-7-1), 41=160/42-0-0 (min. 0-7-1), 42=160/42-0-0 (min. 0-7-1), 43=160/42-0-0 (min. 0-7-1), 44=160/42-0-0 (min. 0-7-445=160/42-0-0 (min. 0-7-4 46=163/42-0-0 (min. 0-7-1), 47=159/42-0-0 (min. 0-7-1), 48=158/42-0-0 (min. 0-7-1), 49=152/42-0-0 (min. 0-7-I), 50=207/42-0-0 (min. 0-7-1), 51=-78/42-0-0 (min. 0-7-1), 52=598/42-0-0 (min. 0-7-1), 39=160/42-0-0 (min. 0-7-1), 38=160/42-0-0 (min. 0-7-1), 37=160/42-0-0 (min. 0-7-1), 36=160/42-0-0 (min. 0-7-1), 35=160/42-0-0 (min. 0-7-1), 34=163/42-0-0 (min. 0-7-1), 33=159/42-0-0 (min. 0-7-1), 32=158/42-0-0 (min, 0-7-1), 31=152/42-0-0 (min. 0-7-1), 30=207/42-0-0 (min. 0-7-1), 29=-78/42-0-0 (min. 0-7-1), 28=598/42-0-0 (min. 0-7-1), 27-219/42-0-0 (min. 0-7-1) Max Horz 1=54(LC 7) Max uplift42= 2(LC 5), 49=-1(LC 7), 51=-78(LC 2), 38=-2(LC 8), 31=-1(LC 8), 29=-78(LC 3) Max Gray 1=219(LC 1), 40=154(LC 1), 41=223(LC 2), 42=224(LC 2), 43=221(LC 2),44-222(LC 2), 45=223 (LC 2), 46=216(LC 2), 47=166(1.0 2), 48=158(LC 1), 49=152(LC 2), 50=207(LC 2), 52=598(LC 2), 39=223(LC 3), 38=224(LC 3), 37=221(LC 31, 36=222(LC 3), 35=223(LC 3), 34=216(LC 3), 33=166(LC 3), 32=158(LC 1), 31=152(LC 3), 30-207(LC 3), 28=598(LC 3), 27=219(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-76/65, 2-3=-75/31, 3-4=-32/37, 4-5=-34/44, 5-6=-33/50, 6-7=-32/56, 7-53=-33/60, 8-53=-9/63, 8-9=-00/69, 9-10=-41/75, 10-11=-41/82, 11-12=-01/88, 12-13,-41/96, 13-141-42/100, 14-15-42/99, 15-16=-41/92, 16-17=-41/81, 17-181-41/71, 18-191-41/61, 19-201-40/51, 20 -54= -9/41,21 -5433/38,21 -22= -32/33,22 -23=-33/25,23-24=33/19,24-25=-21/17,25-26=-75/6,26-27=-76/65 BOT CHORD 1-52=0/50, 51-52=0/50, 50-51=0/50, 49-50=0/50, 48-49=0/50,47-48=0/50, 46-47=0/50, 45-46=0/50, 44-45=0/50, 43-4410/50, 42-43=0/50, 41 -42=0/50,40 -01=0/50,39 -40=0/50,38 -39=0/50,37 -38=0/50,36 -37=0/50,35 -36=0/50,34-35=0/50,33-34=0/50,32-33=0/50,31-32=0/50, 30-31=0/50, 29-30=0/50, 28-29=0/50, 27-28=0/50 WEBS 14-40=-127/0, 13-41=-196/8,12-42=-198/18,11-43=-195/16,10-44=-195/16, 9-451-196/16, 8-461-189/16, 7-47=440/16,6-48=-130/15, 5-49=-132/16,4-50= 158/18,3-51=0/21,2-52=-441/44,15-391-196/5,16-38= 198/18,17-37=-195/16,18-361-195/16,19-351-196/16, 20 -34= -189/16,21 -33= -140/16,22 -32= -130/15,23-31=-132/16,24-30--158/18,25-29=0/21,26-28=-441/44 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCOL=6.Opsf; h=25ft; Cat. II; Exp R; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 quaffed building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp It; Partially Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • Thls truss has been designed fora live load of 200 psf 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. Continued an page 2 Job (Truss ITruss Type 1003S-12 ICIGE (GABLE Alpine Truss, Montrose, CO - 81401, Dennis tones Qty 1Ply Brad Chaffey/40'rz70'fCummon 2 1 ! jlob Reference (optional) 7.340 s Mar 28 2012 Mitek Industries, Inc. Wed Nov 21 17:08:002012 Page 2 ID:Bh2g6t6?A9TCM8B_h7JQuky5CrC-S?8ovDpJ7lhuNNgN1YEeDGMQnxQkgBV W 2n7tizyG1gT NOTES 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 42,1 Ib uplift at joint 49, 781b uplift at joint 51, 2 Ib uplift at joint 38,1 lb uplift at joint 31 and 78 Ib uplift at joint 29. 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASES) Standard