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HomeMy WebLinkAboutTRUSS SPECS - 16-00669 - 601 Canyon Springs Dr - SFRJob B1440-16 Truss A1 Truss Type Common Girder Qty 1 Ply 2 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:26 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-X4nIdpZEQ5pjp6BDkEihJIlJOIo1_oXzUqOEOaydmKV Scale = 1:17.4 T1 T1 B1 W1W1 1 2 3 5 46 7 8 3x6 4x4 3x6 3x6 3x6 0-1-8 0-1-8 3-1-13 3-0-5 5-10-3 2-8-7 8-10-8 3-0-5 9-0-0 0-1-8 4-6-0 4-6-0 9-0-0 4-6-0 0- 4 - 3 2- 7 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [4:0-5-5,0-0-12], [5:0-2-11,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.47 0.56 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.08 0.02 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=2842/0-7-12 (min. 0-1-8), 3=3579/0-7-12 (min. 0-1-15) Max Horz1=29(LC 24) Max Uplift1=-174(LC 8), 3=-220(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4971/289, 2-3=-5043/293 BOT CHORD 1-6=-225/4337, 5-6=-225/4337, 5-7=-156/2902, 4-7=-156/2902, 4-8=-229/4401, 3-8=-229/4401 WEBS 2-4=-130/2644, 2-5=-123/2531 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 0-3-0 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 (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) Unbalanced roof live loads have been considered for this design. 4) 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. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 1 and 220 lb uplift at joint 3. 8) 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1392 lb down and 94 lb up at 2-0-12 , 1392 lb down and 94 lb up at 4-0-12, and 1392 lb down and 94 lb up at 6-0-12, and 1393 lb down and 94 lb up at 8-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-86, 2-3=-86, 1-3=-16 Continued on page 2 Job B1440-16 Truss A1 Truss Type Common Girder Qty 1 Ply 2 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:26 2016 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-X4nIdpZEQ5pjp6BDkEihJIlJOIo1_oXzUqOEOaydmKV LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-1392(B) 6=-1392(B) 7=-1392(B) 8=-1393(B) Job B1440-16 Truss A1G Truss Type GABLE Qty 1 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:27 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-?HKhq9atBPxZRGmQIyEwsWIXFhCxjMm6jU8ow0ydmKU Scale = 1:22.0 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 6 7 10 9 8 11 12 4x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-0-0 2-0-0 9-0-0 7-0-0 -1-6-0 1-6-0 4-6-0 4-6-0 9-0-0 4-6-0 10-6-0 1-6-0 0- 4 - 3 2- 7 - 3 0- 4 - 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.27 0.26 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.10 -0.00 (loc) 6 6-7 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 36 lb FT = 0% GRIP 220/195 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 OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 9-0-0 oc purlins. BOT CHORD Rigid ceiling 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. REACTIONS.(lb/size) 9=630/5-0-0 (min. 0-1-8), 10=279/5-0-0 (min. 0-1-8), 8=279/5-0-0 (min. 0-1-8) Max Horz10=39(LC 11) Max Uplift9=-98(LC 12), 10=-138(LC 22), 8=-138(LC 21) Max Grav9=630(LC 1), 10=506(LC 21), 8=506(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-257/539, 3-11=-249/627, 3-4=-222/604, 4-5=-222/604, 5-12=-249/627, 6-12=-256/539 BOT CHORD 2-10=-523/278, 9-10=-523/278, 8-9=-523/278, 6-8=-523/278 WEBS 4-9=-644/216, 3-10=-311/97, 5-8=-311/98 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 4-6-0, Exterior(2) 4-6-0 to 7-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) Gable studs spaced at 2-0-0 oc. 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 20.0psf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 9, 138 lb uplift at joint 10 and 138 lb uplift at joint 8. 8) Non Standard bearing condition. Review required. 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. LOAD CASE(S) Standard Job B1440-16 Truss B1 Truss Type Roof Special Qty 1 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:28 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-TTu31VbVyj3Q2QLcsfl9OjrYX5RTScpFx8tLSSydmKT Scale: 1/4"=1' T1 T2 B1 B2 B3 B4W1 W2 W3 W4 W5 W6 T3 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 4x4 4x6 3x4 3x4 3x8 4x6 4x6 5x8 5x8 3x4 2x4 10-5-8 10-5-8 14-0-0 3-6-8 20-8-1 6-8-1 28-0-0 7-3-15 5-6-0 5-6-0 10-5-8 4-11-8 14-0-0 3-6-8 20-8-1 6-8-1 28-0-0 7-3-15 29-6-0 1-6-0 0- 4 - 3 7- 4 - 3 0- 4 - 3 3- 4 - 1 0 2- 6 - 0 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-2-0], [3:0-1-12,0-1-8], [7:0-0-10,Edge], [10:0-4-0,0-3-0], [11:0-2-15,0-0-4], [12:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.94 0.75 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.41 -0.73 0.51 0.12 (loc) 9-10 9-10 7 9-10 l/defl >797 >454 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 0% GRIP 220/195 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 *Except* W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1400/0-5-8 (min. 0-1-8), 7=1564/0-5-8 (min. 0-1-10) Max Horz1=-104(LC 10) Max Uplift1=-78(LC 12), 7=-127(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-2539/244, 2-13=-2439/263, 2-3=-3761/301, 3-14=-3080/230, 4-14=-2953/241, 4-15=-3028/224, 5-15=-3036/213, 5-6=-3169/202, 6-16=-4365/326, 7-16=-4501/300 BOT CHORD 1-12=-164/2188, 11-12=-63/1206, 3-11=-17/283, 10-11=-128/3398, 9-10=-233/3991, 7-9=-233/3991 WEBS 2-12=-2310/216, 2-11=-162/3109, 3-10=-736/111, 4-10=-84/2222, 6-10=-1219/176, 6-9=0/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-0-0, Exterior(2) 14-0-0 to 17-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf 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. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 1 and 127 lb uplift at joint 7. 7) 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. LOAD CASE(S) Standard Job B1440-16 Truss B1G Truss Type Common Supported Gable Qty 1 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:29 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-xfSRFrc7j0BHgawoPNGOxxNvkVyRBGEPAodu_vydmKS Scale = 1:49.3 T2 T2 B1 ST7 ST6 ST5 ST4 ST3 ST2ST1 ST6 ST5 ST4 ST3 ST2 ST1 T1 T1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 32 31 30 29 28 27 26 25 24 23 22 21 20 33 34 35 36 3x4 4x4 3x4 3x4 5x6 3x4 28-0-0 28-0-0 -1-6-0 1-6-0 14-0-0 14-0-0 28-0-0 14-0-0 29-6-0 1-6-0 0- 4 - 3 7- 4 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [27:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.15 0.06 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 19 19 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 148 lb FT = 0% GRIP 220/195 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 OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling 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. REACTIONS.All bearings 28-0-0. (lb) - Max Horz2=105(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 27, 28, 29, 30, 31, 32, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 26, 27, 28, 29, 30, 31, 32, 25, 24, 23, 22, 21, 20 except 2=291(LC 1), 18=291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) -1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 14-0-0, Corner(3) 14-0-0 to 17-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) 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. 8) * 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 27, 28, 29, 30, 31, 32, 25, 24, 23, 22, 21, 20, 18. 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. LOAD CASE(S) Standard Job B1440-16 Truss B2 Truss Type Roof Special Qty 3 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:30 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-Ps0pSBclUKJ8IjV_z4ndT8wtnv7twWCYPSMSXLydmKR Scale = 1:52.5 T1 T2 B1 B2 B3 B2 B4 B5 B6 B7 W1 W2 W3 W4 W5 W6 W7 W9 W8 W10 W11 W12 W13 T3 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 4x4 4x6 3x4 5x6 5x10 MT20HS 5x10 M18SHS 6x8 2x4 3x4 3x8 3x6 3x4 2x4 4x12 7x8 5x8 3x4 2x4 2-5-8 2-5-8 4-5-8 2-0-0 6-6-8 2-1-0 8-6-8 2-0-0 10-5-8 1-11-0 14-0-0 3-6-8 20-8-1 6-8-1 28-0-0 7-3-15 2-5-8 2-5-8 4-5-8 2-0-0 6-6-8 2-1-0 8-6-8 2-0-0 10-5-8 1-11-0 14-0-0 3-6-8 20-8-1 6-8-1 28-0-0 7-3-15 29-6-0 1-6-0 0- 4 - 3 7- 4 - 3 0- 4 - 3 3- 4 - 1 0 2- 6 - 0 6.00 12 6.00 12 3.00 12 Plate Offsets (X,Y)-- [5:0-4-9,0-1-8], [6:0-1-8,0-1-8], [10:0-0-10,Edge], [13:0-4-0,0-3-4], [14:0-5-8,0-4-0], [16:0-2-0,0-2-0], [17:0-4-0,0-2-4], [18:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.96 0.75 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.46 -0.80 0.57 0.13 (loc) 13-14 12-13 10 13 l/defl >728 >418 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18SHS Weight: 140 lb FT = 0% GRIP 220/195 165/146 220/195 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 *Except* B5: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1408/Mechanical, 10=1572/0-5-8 (min. 0-1-10) Max Horz1=-104(LC 10) Max Uplift1=-78(LC 12), 10=-128(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2807/266, 2-20=-4538/372, 3-20=-4496/378, 3-4=-3397/300, 4-5=-3405/327, 5-6=-3742/302, 6-21=-3095/232, 7-21=-2982/243, 7-22=-3064/228, 8-22=-3073/216, 8-9=-3205/205, 9-23=-4398/328, 10-23=-4534/303 BOT CHORD 1-19=-197/2434, 18-19=-209/2565, 17-18=-255/3909, 16-17=-98/2071, 6-14=-49/452, 13-14=-128/3446, 12-13=-235/4021, 10-12=-235/4022 WEBS 2-19=-1074/106, 2-18=-79/1724, 3-18=-68/1028, 3-17=-1111/106, 5-17=-146/1982, 5-16=-3483/180, 14-16=-157/3354, 5-14=-42/1954, 6-13=-752/107, 7-13=-84/2236, 9-13=-1218/175, 9-12=0/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 14-0-0, Exterior(2) 14-0-0 to 17-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=128. 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. LOAD CASE(S) Standard Job B1440-16 Truss B3 Truss Type Roof Special Qty 1 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:31 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-t2aBgXdNFeR?vt4BXoIs0MT2WJRYfzTid66?3nydmKQ Scale = 1:52.5 T1 T2 B1 B2 B3 B2 B4 B5 B6 B7 W1 W2 W3 W4 W5 W6 W7 W9 W8 W10 W11 W12 W13 T3 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 4x4 4x6 3x4 5x6 5x10 MT20HS 5x10 M18SHS 7x8 2x4 3x4 3x8 3x6 3x4 2x4 5x8 7x8 5x8 3x4 2x4 2-5-8 2-5-8 4-5-8 2-0-0 6-6-8 2-1-0 8-6-8 2-0-0 10-2-2 1-7-10 14-0-0 3-9-14 20-8-1 6-8-1 28-0-0 7-3-15 2-5-8 2-5-8 4-5-8 2-0-0 6-6-8 2-1-0 8-6-8 2-0-0 10-2-2 1-7-10 14-0-0 3-9-14 20-8-1 6-8-1 28-0-0 7-3-15 29-6-0 1-6-0 0- 4 - 3 7- 4 - 3 0- 4 - 3 3- 4 - 1 0 2- 5 - 3 6.00 12 6.00 12 3.00 12 Plate Offsets (X,Y)-- [5:0-2-13,0-1-12], [6:0-1-4,0-1-8], [10:0-0-10,Edge], [13:0-4-0,0-3-4], [14:0-5-8,0-4-0], [16:0-2-12,0-2-4], [17:0-4-0,0-2-4], [18:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.96 0.85 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.47 -0.81 0.60 0.14 (loc) 13-14 12-13 10 13-14 l/defl >703 >409 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18SHS Weight: 140 lb FT = 0% GRIP 220/195 165/146 220/195 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 *Except* B5: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W9,W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1408/Mechanical, 10=1572/0-5-8 (min. 0-1-10) Max Horz1=-104(LC 10) Max Uplift1=-78(LC 12), 10=-128(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2807/266, 2-20=-4539/372, 3-20=-4497/377, 3-4=-3393/300, 4-5=-3408/328, 5-6=-3768/306, 6-21=-3105/232, 7-21=-2983/243, 7-22=-3065/228, 8-22=-3074/216, 8-9=-3206/205, 9-23=-4397/328, 10-23=-4534/303 BOT CHORD 1-19=-197/2434, 18-19=-209/2565, 17-18=-255/3909, 16-17=-98/2066, 6-14=-46/433, 13-14=-137/3502, 12-13=-235/4021, 10-12=-235/4021 WEBS 2-19=-1075/106, 2-18=-79/1726, 3-18=-69/1035, 3-17=-1113/106, 5-17=-146/1979, 5-16=-3876/195, 14-16=-170/3688, 5-14=-59/2290, 6-13=-791/113, 7-13=-83/2234, 9-13=-1219/175, 9-12=0/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 14-0-0, Exterior(2) 14-0-0 to 17-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=128. 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. LOAD CASE(S) Standard Job B1440-16 Truss B4 Truss Type Roof Special Qty 1 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:31 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-t2aBgXdNFeR?vt4BXoIs0MT2DJT9fzWid66?3nydmKQ Scale = 1:49.9 T2 T3 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 T1 T4 1 2 3 4 5 6 7 8 9 10 14 13 12 1115 16 17 18 3x4 4x6 3x4 3x4 4x4 4x6 4x6 6x8 5x8 3x4 2x4 3x8 8-2-2 8-2-2 14-0-0 5-9-14 20-8-1 6-8-1 28-0-0 7-3-15 -1-6-0 1-6-0 4-4-5 4-4-5 8-2-2 3-9-13 14-0-0 5-9-14 20-8-1 6-8-1 28-0-0 7-3-15 29-6-0 1-6-0 0- 4 - 3 7- 4 - 3 0- 4 - 3 3- 4 - 1 0 1- 1 1 - 3 6.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-1-4,0-2-0], [5:0-1-0,0-1-8], [9:0-0-10,Edge], [12:0-4-0,0-3-0], [13:0-3-3,Edge], [14:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.98 0.75 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.42 -0.73 0.52 0.12 (loc) 11-12 11-12 9 11-12 l/defl >791 >452 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 0% GRIP 220/195 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 *Except* W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling 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. REACTIONS.(lb/size) 2=1559/0-5-8 (min. 0-1-11), 9=1559/0-5-8 (min. 0-1-9) Max Horz2=105(LC 11) Max Uplift2=-125(LC 12), 9=-125(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2558/203, 3-15=-2472/218, 3-4=-4053/271, 4-5=-3979/282, 5-16=-3140/204, 6-16=-2933/217, 6-17=-3022/205, 7-17=-3035/193, 7-8=-3163/182, 8-18=-4336/306, 9-18=-4473/281 BOT CHORD 2-14=-125/2176, 13-14=-42/1188, 12-13=-161/3820, 11-12=-214/3965, 9-11=-215/3965 WEBS 3-14=-2282/153, 3-13=-164/3380, 5-12=-1090/155, 6-12=-53/2149, 8-12=-1223/175, 8-11=0/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 14-0-0, Exterior(2) 14-0-0 to 17-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf 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. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=125, 9=125. 7) 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. LOAD CASE(S) Standard Job B1440-16 Truss B5 Truss Type Scissor Qty 3 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:32 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-LE8atse?0xZsX1fN5Vp5ZZ?DjinXOQmrslrZbEydmKP Scale: 1/4"=1' T1 T2 B1 B1 W3 W2 W1 W2 W1 T3 1 2 3 4 5 6 7 10 9 8 11 12 13 14 3x8 4x6 3x4 3x8 5x8 3x4 2x4 3x4 2x4 7-3-15 7-3-15 14-0-0 6-8-1 20-8-1 6-8-1 28-0-0 7-3-15 7-3-15 7-3-15 14-0-0 6-8-1 20-8-1 6-8-1 28-0-0 7-3-15 29-6-0 1-6-0 0- 4 - 3 7- 4 - 3 0- 4 - 3 3- 4 - 1 0 6.00 12 3.00 12 Plate Offsets (X,Y)-- [1:0-0-10,Edge], [6:0-0-10,Edge], [9:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 1.00 0.81 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.43 -0.76 0.56 0.13 (loc) 8-9 8-9 6 8-9 l/defl >761 >436 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T1: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1400/0-5-8 (min. 0-1-8), 6=1564/0-5-8 (min. 0-1-10) Max Horz1=-104(LC 10) Max Uplift1=-78(LC 12), 6=-127(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-4541/330, 2-11=-4410/347, 2-12=-3184/214, 3-12=-3043/237, 3-13=-3043/224, 4-13=-3056/213, 4-5=-3184/202, 5-14=-4356/325, 6-14=-4493/300 BOT CHORD 1-10=-242/4038, 9-10=-239/4031, 8-9=-232/3983, 6-8=-233/3983 WEBS 3-9=-71/2157, 5-9=-1223/175, 5-8=0/259, 2-9=-1283/184, 2-10=0/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-0-0, Exterior(2) 14-0-0 to 17-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf 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. 5) Bearing at joint(s) 1, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 6=127. 7) 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. LOAD CASE(S) Standard Job B1440-16 Truss C1G Truss Type Common Supported Gable Qty 1 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:33 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-pRiy5CfdmFhj9BEZeCKK5nYbk6IL75l?5Pb67gydmKO Scale = 1:23.4 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 4x4 3x4 3x4 11-8-0 11-8-0 -1-6-0 1-6-0 5-10-0 5-10-0 11-8-0 5-10-0 13-2-0 1-6-0 0- 4 - 3 3- 3 - 3 0- 4 - 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.15 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 49 lb FT = 0% GRIP 220/195 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 OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling 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. REACTIONS.All bearings 11-8-0. (lb) - Max Horz2=48(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 11, 10 except 2=288(LC 1), 8=288(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) -1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 5-10-0, Corner(3) 5-10-0 to 8-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) 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. 8) * 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 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. LOAD CASE(S) Standard Job B1440-16 Truss CR1 Truss Type Roof Special Girder Qty 1 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:34 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-IdFKIYgGXZpamLpmCwsZe_5bZWZIsUb8K3Kfg6ydmKN Scale = 1:26.7 T1 BL1 B1 W1 W2HW1 1 2 3 4 5 6 8 7 9 10 11 12 13 14 15 16 3x4 3x4 2x4 5x6 4x4 4x8 0-0-12 0-0-12 4-11-5 4-10-9 9-10-14 4-11-9 -3-4-4 3-4-4 4-11-5 4-11-5 9-10-14 4-11-9 11-0-5 1-1-7 0- 8 - 6 3- 1 - 1 5 2- 1 0 - 1 5 0- 3 - 8 3- 1 - 1 5 2.68 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-12], [7:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.85 0.40 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.06 0.01 0.01 (loc) 7-8 7-8 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 lb FT = 0% GRIP 220/195 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 2x6 DF 1800F 1.6E SLIDER Left 2x6 DF 1800F 1.6E 2-5-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling 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. REACTIONS.(lb/size) 2=837/0-10-13 (min. 0-1-8), 7=888/0-2-2 (min. 0-1-8) Max Horz2=86(LC 5) Max Uplift2=-152(LC 4), 7=-80(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-826/0, 3-9=-742/0, 9-10=-741/0, 4-10=-707/0, 5-7=-371/86 BOT CHORD 2-13=-58/697, 13-14=-58/697, 8-14=-58/697, 8-15=-58/697, 15-16=-58/697, 7-16=-58/697 WEBS 4-7=-586/43 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. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 4) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 2=152. 7) 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 33 lb down and 136 lb up at 2-8-8, 39 lb down and 59 lb up at 4-4-6, 36 lb down and 15 lb up at 4-11-5, 49 lb down and 32 lb up at 7-2-3, and 22 lb down and 44 lb up at 8-10-0, and 62 lb down and 45 lb up at 9-5-0 on top chord, and 9 lb down and 28 lb up at 2-8-8, 23 lb down at 4-4-6, 8 lb down and 13 lb up at 4-11-5, 15 lb down at 7-2-3, and 287 lb down and 33 lb up at 8-10-0, and 41 lb down at 9-8-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-86, 2-7=-16 Continued on page 2 Job B1440-16 Truss CR1 Truss Type Roof Special Girder Qty 1 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:34 2016 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-IdFKIYgGXZpamLpmCwsZe_5bZWZIsUb8K3Kfg6ydmKN LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-43(B) 8=10(B) 7=-23(B) 9=25(B) 10=-5(F) 11=-1(B) 14=-6(F) 15=-1(B) 16=-287(F) Job B1440-16 Truss CR2 Truss Type Roof Special Girder Qty 1 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:36 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-E?N4jEhW3A4I0fy8KLu1jPAw3KFaKO5RnNpmk?ydmKL Scale = 1:24.6 T1 BL1 B1 W1 W2HW1 1 2 3 4 5 7 6 8 9 10 11 12 13 14 15 4x4 3x4 2x4 5x6 4x4 4x8 0-0-12 0-0-12 4-11-5 4-10-9 9-10-14 4-11-9 -3-4-4 3-4-4 4-11-5 4-11-5 9-10-14 4-11-9 0- 8 - 6 2- 1 0 - 1 5 0- 3 - 8 2- 1 0 - 1 5 2.68 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-12], [6:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.85 0.42 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.06 0.01 0.01 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 50 lb FT = 0% GRIP 220/195 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 2x6 DF 1800F 1.6E SLIDER Left 2x6 DF 1800F 1.6E 2-5-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling 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. REACTIONS.(lb/size) 2=846/0-10-13 (min. 0-1-8), 6=814/0-2-2 (min. 0-1-8) Max Horz2=77(LC 21) Max Uplift2=-155(LC 4), 6=-73(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-856/8, 3-8=-772/13, 8-9=-771/13, 4-9=-737/13, 5-6=-295/69 BOT CHORD 2-12=-68/726, 12-13=-68/726, 7-13=-68/726, 7-14=-68/726, 14-15=-68/726, 6-15=-68/726 WEBS 4-6=-584/42 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. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 4) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=155. 7) 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 33 lb down and 136 lb up at 2-8-8, 39 lb down and 59 lb up at 4-4-6, 36 lb down and 15 lb up at 4-11-5, 49 lb down and 32 lb up at 7-2-3, and 28 lb down and 46 lb up at 8-10-0, and 79 lb down and 42 lb up at 9-8-2 on top chord, and 9 lb down and 28 lb up at 2-8-8, 23 lb down at 4-4-6, 8 lb down and 13 lb up at 4-11-5, 15 lb down at 7-2-3, and 287 lb down and 33 lb up at 8-10-0, and 41 lb down at 9-8-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-86, 2-6=-16 Continued on page 2 Job B1440-16 Truss CR2 Truss Type Roof Special Girder Qty 1 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:36 2016 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-E?N4jEhW3A4I0fy8KLu1jPAw3KFaKO5RnNpmk?ydmKL LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-79(F) 7=10(F) 6=-23(F) 8=25(F) 9=-5(B) 10=-1(F) 11=-13(B) 13=-6(B) 14=-1(F) 15=-287(B) Job B1440-16 Truss D1 Truss Type FINK Qty 13 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:37 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-iCxSwai8qUC9doXLt2PGGdjDxjYc3qta01ZKHRydmKK Scale = 1:39.6 T1 T1 B1 W2 W1W1 B1 1 2 3 4 5 6 7 8 9 10 11 12 4x4 4x4 5x8 2x4 2x4 4x4 11-0-0 11-0-0 22-0-0 11-0-0 -1-6-0 1-6-0 5-9-4 5-9-4 11-0-0 5-2-12 16-2-12 5-2-12 22-0-0 5-9-4 23-6-0 1-6-0 0- 4 - 3 5- 1 0 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.33 0.62 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.49 0.05 0.02 (loc) 6-8 6-8 6 6-8 l/defl >999 >524 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 0% GRIP 220/195 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins. BOT CHORD Rigid ceiling 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. REACTIONS.(lb/size) 2=1253/0-5-8 (min. 0-1-8), 6=1253/0-5-8 (min. 0-1-8) Max Horz2=81(LC 11) Max Uplift2=-108(LC 12), 6=-108(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1850/165, 3-9=-1754/184, 3-10=-1351/132, 4-10=-1246/144, 4-11=-1246/144, 5-11=-1351/132, 5-12=-1754/184, 6-12=-1850/165 BOT CHORD 2-8=-86/1551, 6-8=-103/1551 WEBS 4-8=-2/657, 5-8=-535/122, 3-8=-535/122 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=108, 6=108. 6) 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. LOAD CASE(S) Standard Job B1440-16 Truss D1G Truss Type Common Supported Gable Qty 1 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:37 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-iCxSwai8qUC9doXLt2PGGdjGjjhn3u0a01ZKHRydmKK Scale = 1:40.2 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 4x4 3x4 3x4 3x4 22-0-0 22-0-0 -1-6-0 1-6-0 11-0-0 11-0-0 22-0-0 11-0-0 23-6-0 1-6-0 0- 4 - 3 5- 1 0 - 3 0- 4 - 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.15 0.03 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 105 lb FT = 0% GRIP 220/195 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 OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling 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. REACTIONS.All bearings 22-0-0. (lb) - Max Horz2=81(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 22, 23, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 22, 23, 17, 16, 15, 14 except 2=315(LC 1), 12=315(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) -1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 11-0-0, Corner(3) 11-0-0 to 14-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) 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. 8) * 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 22, 23, 17, 16, 15, 14, 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. LOAD CASE(S) Standard Job B1440-16 Truss D1SG Truss Type GABLE Qty 1 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:38 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-AOVr8wjmbnK0Fy6XRmwVoqFOU7vzoGUkEhItptydmKJ Scale = 1:41.0 T1 T1 B1 W2 W1W1 ST5 ST6 ST3 ST4ST2 ST1 ST5 ST3 B1 1 2 3 4 5 6 7 12 11 10 9 8 23 24 25 26 4x6 3x4 5x8 4x4 11-0-0 11-0-0 22-0-0 11-0-0 -1-6-0 1-6-0 5-9-4 5-9-4 11-0-0 5-2-12 16-2-12 5-2-12 22-0-0 5-9-4 23-6-0 1-6-0 0- 4 - 3 5- 1 0 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-0], [13:0-1-15,0-1-0], [15:0-1-15,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.34 0.48 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.52 0.01 -0.01 (loc) 6-8 6-8 6 6-8 l/defl >554 >249 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 0% GRIP 220/195 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 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling 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. REACTIONS.All bearings 10-9-8 except (jt=length) 6=0-5-8. (lb) - Max Horz2=81(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 6 except 9=-204(LC 3) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 12 except 2=519(LC 21), 8=1418(LC 1), 6=615(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-480/71, 3-23=-375/107, 4-24=0/380, 4-25=-0/378, 5-26=-405/101, 6-26=-496/70 BOT CHORD 2-12=-78/335, 11-12=-78/335, 10-11=-78/335, 9-10=-78/335, 8-9=-78/335, 6-8=-63/358 WEBS 4-8=-699/104, 5-8=-570/126, 3-8=-557/142 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) 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 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 11, 6 except (jt=lb) 9=204. 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. LOAD CASE(S) Standard Job B1440-16 Truss D2 Truss Type Roof Special Qty 4 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:39 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-ea3DLGjOM5Sst6hj?TRkL1oZ6XDLXgctTL2QLKydmKI Scale = 1:41.0 T1 T1 B1 B2 B3 B2 B4 W1 W2 W3 W4 W5 W6 W7 W8 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 4x4 3x4 5x6 5x6 5x8 5x10 MT20HS 4x4 3x4 3x4 3x4 2x4 2-5-8 2-5-8 4-5-8 2-0-0 8-6-0 4-0-8 10-6-0 2-0-0 22-0-0 11-6-0 -1-6-0 1-6-0 2-5-8 2-5-8 4-5-8 2-0-0 8-6-0 4-0-8 11-0-0 2-6-0 16-2-12 5-2-12 22-0-0 5-9-4 23-6-0 1-6-0 0- 4 - 3 5- 1 0 - 3 0- 4 - 3 1- 0 - 0 6.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-1-8], [11:0-2-12,0-3-0], [12:0-3-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.35 0.60 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.69 0.13 0.04 (loc) 8-10 8-10 8 11-12 l/defl >855 >372 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 105 lb FT = 0% GRIP 220/195 165/146 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins. BOT CHORD Rigid ceiling 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. REACTIONS.(lb/size) 2=1253/0-5-8 (min. 0-1-8), 8=1253/0-5-8 (min. 0-1-8) Max Horz2=-81(LC 10) Max Uplift2=-108(LC 12), 8=-108(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1904/136, 3-14=-1834/143, 3-4=-3197/207, 4-15=-1944/171, 5-15=-1800/172, 5-6=-1309/154, 6-16=-1202/143, 7-16=-1312/132, 7-17=-1754/190, 8-17=-1846/171 BOT CHORD 2-13=-72/1591, 12-13=-74/1680, 11-12=-113/2763, 10-11=-71/1896, 8-10=-107/1551 WEBS 3-13=-742/48, 3-12=-75/1342, 4-12=0/678, 4-11=-1148/80, 5-11=-75/1185, 5-10=-1298/136, 6-10=-37/741, 7-10=-548/125 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=108, 8=108. 7) 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. LOAD CASE(S) Standard Job B1440-16 Truss J1 Truss Type Jack-Open Qty 2 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:40 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-6ndbZck07PajUGGvZByztFKkbxg6GG60i?n_tmydmKH Scale = 1:13.4 T1 B1 1 2 5 3 4 3x4 5-5-13 5-5-13 -1-6-0 1-6-0 5-5-13 5-5-13 0- 3 - 1 4 1- 8 - 5 1- 4 - 5 1- 8 - 5 3.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.36 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.08 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >742 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 0% GRIP 220/195 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-13 oc purlins. BOT CHORD Rigid ceiling 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. REACTIONS.(lb/size) 3=198/Mechanical, 2=442/0-5-8 (min. 0-1-8), 4=42/Mechanical Max Horz2=47(LC 8) Max Uplift3=-38(LC 8), 2=-74(LC 8) Max Grav3=198(LC 1), 2=442(LC 1), 4=93(LC 3) 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)=91mph; 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) -1-6-7 to 1-5-9, Interior(1) 1-5-9 to 5-5-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) 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. LOAD CASE(S) Standard Job B1440-16 Truss J2 Truss Type Jack-Open Qty 2 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:40 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-6ndbZck07PajUGGvZByztFKmxxg5GB?0i?n_tmydmKH Scale = 1:20.5 T1 B1 W1 W2 1 2 3 7 6 5 8 4 3x4 3x4 2x4 3x6 5-1-11 5-1-11 9-5-13 4-4-3 -1-6-0 1-6-0 5-1-11 5-1-11 9-5-13 4-4-3 0- 3 - 1 4 2- 8 - 5 2- 4 - 5 2- 8 - 5 3.00 12 Plate Offsets (X,Y)-- [6:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.21 0.19 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.06 0.01 0.01 (loc) 7 2-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 0% GRIP 220/195 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling 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. REACTIONS.(lb/size) 4=146/Mechanical, 2=633/0-5-8 (min. 0-1-8), 6=312/Mechanical Max Horz2=72(LC 8) Max Uplift4=-31(LC 8), 2=-83(LC 8), 6=-8(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-981/92, 3-8=-928/101 BOT CHORD 2-7=-153/897, 6-7=-153/897 WEBS 3-6=-939/160 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. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-7 to 1-5-9, Interior(1) 1-5-9 to 9-5-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 6. 6) 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. LOAD CASE(S) Standard Job B1440-16 Truss JA1 Truss Type Jack-Open Qty 2 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:41 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-azBzmxlfuiia6Qr66uUCQStyDL2U?jMAxfXXQCydmKG Scale = 1:9.2 W1 T1 B1 1 2 5 3 4 3x6 1-2-9 1-2-9 -1-6-0 1-6-0 1-2-9 1-2-9 0- 8 - 6 1- 3 - 1 0 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.18 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 0% GRIP 220/195 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling 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. REACTIONS.(lb/size) 5=320/0-5-8 (min. 0-1-8), 3=-39/Mechanical, 4=-26/Mechanical Max Horz5=49(LC 12) Max Uplift5=-72(LC 12), 3=-39(LC 1), 4=-26(LC 1) Max Grav5=320(LC 1), 3=14(LC 12), 4=11(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-277/134 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. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) 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. LOAD CASE(S) Standard Job B1440-16 Truss JA2 Truss Type Jack-Open Qty 2 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:41 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-azBzmxlfuiia6Qr66uUCQStyDL2T?jMAxfXXQCydmKG Scale = 1:11.7 W1 T1 B1 1 2 5 6 3 4 3x6 2-2-9 2-2-9 -1-6-0 1-6-0 2-2-9 2-2-9 0- 8 - 6 1- 9 - 1 0 1- 4 - 1 5 1- 9 - 1 0 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.18 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 4-5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 0% GRIP 220/195 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling 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. REACTIONS.(lb/size) 5=312/0-5-8 (min. 0-1-8), 3=41/Mechanical, 4=-1/Mechanical Max Horz5=60(LC 12) Max Uplift5=-56(LC 12), 3=-10(LC 9), 4=-1(LC 1) Max Grav5=312(LC 1), 3=41(LC 1), 4=30(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-279/125 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. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 2-1-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) 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. LOAD CASE(S) Standard Job B1440-16 Truss JA3 Truss Type Jack-Open Qty 2 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:42 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-39kLzHmHf0qRkaQIgb?RzgQ78kOmkAbJ9JG4yfydmKF Scale = 1:14.2 W1 T1 B1 1 2 5 6 7 3 4 3x6 3-2-9 3-2-9 -1-6-0 1-6-0 3-2-9 3-2-9 0- 8 - 6 2- 3 - 1 0 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.17 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 0% GRIP 220/195 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling 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. REACTIONS.(lb/size) 5=342/0-5-8 (min. 0-1-8), 3=94/Mechanical, 4=18/Mechanical Max Horz5=71(LC 12) Max Uplift5=-50(LC 12), 3=-21(LC 12) Max Grav5=342(LC 1), 3=94(LC 1), 4=48(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-312/128 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. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 3-1-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) 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. LOAD CASE(S) Standard Job B1440-16 Truss JA4 Truss Type Jack-Open Qty 2 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:42 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-39kLzHmHf0qRkaQIgb?RzgQ6AkN5kAbJ9JG4yfydmKF Scale = 1:16.6 W1 T1 B1 1 2 5 6 3 4 3x6 4-2-9 4-2-9 -1-6-0 1-6-0 4-2-9 4-2-9 0- 8 - 6 2- 9 - 1 0 2- 4 - 1 5 2- 9 - 1 0 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.23 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 0% GRIP 220/195 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling 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. REACTIONS.(lb/size) 5=383/0-5-8 (min. 0-1-8), 3=139/Mechanical, 4=34/Mechanical Max Horz5=83(LC 12) Max Uplift5=-48(LC 12), 3=-31(LC 12) Max Grav5=383(LC 1), 3=139(LC 1), 4=66(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-353/134 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. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 4-1-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) 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. LOAD CASE(S) Standard Job B1440-16 Truss M1 Truss Type Monopitch Qty 2 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:43 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-XMIkBdmvQKyILj?UEJWgVtyIg8fZTcMTOz0eU5ydmKE Scale = 1:23.7 T1 BL1 B1 W1 1 2 3 4 5 6 7 2x4 2x4 2x4 4x6 7-0-0 7-0-0 -1-6-0 1-6-0 3-7-8 3-7-8 7-0-0 3-4-8 0- 4 - 3 3- 1 0 - 3 0- 3 - 8 3- 1 0 - 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.33 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.23 0.00 0.00 (loc) 2-5 2-5 5 2 l/defl >757 >344 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 0% GRIP 220/195 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 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling 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. REACTIONS.(lb/size) 2=508/0-3-8 (min. 0-1-8), 5=323/0-1-10 (min. 0-1-8) Max Horz2=103(LC 9) Max Uplift2=-66(LC 12), 5=-20(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-395/62, 3-6=-275/74 BOT CHORD 2-5=-155/284 WEBS 3-5=-321/138 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. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 6-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) 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. LOAD CASE(S) Standard Job B1440-16 Truss M1G Truss Type GABLE Qty 1 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:43 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-XMIkBdmvQKyILj?UEJWgVtyIg8fZTcMTOz0eU5ydmKE Scale = 1:22.5 T1 BL1 B1 W1 ST2 ST3 ST1 1 2 3 4 5 12 13 4x6 7-0-0 7-0-0 -1-6-0 1-6-0 3-7-8 3-7-8 7-0-0 3-4-8 0- 4 - 3 3- 1 0 - 3 0- 3 - 8 3- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [6:0-1-15,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.33 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.23 0.00 0.00 (loc) 2-5 2-5 5 2 l/defl >757 >344 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 0% GRIP 220/195 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 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling 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. REACTIONS.(lb/size) 2=508/0-3-8 (min. 0-1-8), 5=323/0-1-10 (min. 0-1-8) Max Horz2=103(LC 9) Max Uplift2=-66(LC 12), 5=-20(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-395/62, 3-12=-275/74 BOT CHORD 2-5=-155/284 WEBS 3-5=-321/138 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. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 6-10-4 zone; cantilever left and right exposed ; end vertical 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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable studs spaced at 2-0-0 oc. 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 20.0psf 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. 7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. LOAD CASE(S) Standard Job B1440-16 Truss M2 Truss Type Monopitch Qty 3 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:44 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-?Ys6OznXBd49ztZhn01v25VSIYzVC?AcddlB0XydmKD Scale = 1:21.2 T1 BL1 B1 W1 1 2 3 4 5 6 7 8 3x4 3x4 2x4 5x8 10-6-0 10-6-0 -1-6-0 1-6-0 5-7-12 5-7-12 10-6-0 4-10-4 11-6-0 1-0-0 0- 3 - 1 4 3- 2 - 6 2- 1 1 - 6 0- 3 - 8 3- 2 - 6 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [6:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.25 0.48 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.37 0.02 -0.01 (loc) 2-6 2-6 6 2-6 l/defl >736 >326 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 lb FT = 0% GRIP 220/195 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 2x6 DF 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling 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. REACTIONS.(lb/size) 2=671/0-5-8 (min. 0-1-8), 6=611/0-1-10 (min. 0-1-8) Max Horz2=85(LC 9) Max Uplift2=-88(LC 8), 6=-63(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-1015/83, 3-7=-963/93, 4-6=-291/114 BOT CHORD 2-6=-157/930 WEBS 3-6=-859/158 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. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-7 to 1-5-9, Interior(1) 1-5-9 to 11-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 4) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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 ANSI/TPI 1. LOAD CASE(S) Standard Job B1440-16 Truss M3 Truss Type Monopitch Qty 3 Ply 1 4-2-31 Stonebridge9/14(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Wed Sep 14 07:51:44 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:sBvtigB?shKaaPefr5jdAFydn?j-?Ys6OznXBd49ztZhn01v25VSIYzUC?8cddlB0XydmKD Scale = 1:19.8 T1 BL1 B1 W1 1 2 3 4 5 6 7 3x4 3x4 2x4 5x8 10-6-0 10-6-0 -1-6-0 1-6-0 5-7-12 5-7-12 10-6-0 4-10-4 0- 3 - 1 4 2- 1 1 - 6 0- 3 - 8 2- 1 1 - 6 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [4:0-2-15,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.25 0.48 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.37 0.02 -0.01 (loc) 2-5 2-5 5 2-5 l/defl >736 >326 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 0% GRIP 220/195 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 2x6 DF 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling 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. REACTIONS.(lb/size) 2=677/0-5-8 (min. 0-1-8), 5=499/0-1-10 (min. 0-1-8) Max Horz2=76(LC 11) Max Uplift2=-90(LC 8), 5=-39(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-1041/106, 3-6=-989/116 BOT CHORD 2-5=-185/956 WEBS 3-5=-862/174 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. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-7 to 1-5-9, Interior(1) 1-5-9 to 10-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) 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. LOAD CASE(S) Standard