Loading...
HomeMy WebLinkAboutTRUSS SPECS - 16-00699 - 635 Eaglewood Dr - SFRJob B1549-16 Truss A1 Truss Type Common Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:14 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-9pDzG_bNa2cXzqC48XzomfYWRs2KPkNSyDHg8QyW9h3 Scale = 1:25.4 T1 T2 B1 W1 1 2 3 4 5 6 7 8 9 4x4 3x4 3x4 2x4 5-6-0 5-6-0 11-0-0 5-6-0 -1-6-0 1-6-0 5-6-0 5-6-0 11-0-0 5-6-0 0- 4 - 7 4- 0 - 7 0- 4 - 7 8.00 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 0.30 0.23 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.06 0.01 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 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=524/0-5-8 (min. 0-1-8), 2=707/0-5-8 (min. 0-1-8) Max Horz2=70(LC 11) Max Uplift4=-25(LC 12), 2=-82(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-666/59, 6-7=-554/67, 3-7=-438/82, 3-8=-511/86, 8-9=-544/72, 4-9=-659/71 BOT CHORD 2-5=-8/445, 4-5=-8/445 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) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 5-6-0, Exterior(2) 5-6-0 to 8-6-0 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) 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 25 lb uplift at joint 4 and 82 lb uplift at joint 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 B1549-16 Truss A1G Truss Type Common Supported Gable Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:15 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-d?mLUKc?LMkOa_nGiFV1Jt4jPGP08COcBt0EhsyW9h2 Scale = 1:25.8 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 3x4 3x4 11-0-0 11-0-0 -1-6-0 1-6-0 5-6-0 5-6-0 11-0-0 5-6-0 12-6-0 1-6-0 0- 4 - 7 4- 0 - 7 0- 4 - 7 8.00 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: 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 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 11-0-0. (lb) - Max Horz2=-74(LC 10) 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=296(LC 1), 8=296(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) -1-7-0 to 1-6-0, Exterior(2) 1-6-0 to 5-6-0, Corner(3) 5-6-0 to 8-6-0 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) 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 B1549-16 Truss B1GD Truss Type GABLE Qty 1 Ply 2 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:18 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-2aST6LeueH7zRRWrNN2kxVi9sTGgLL22trFuHByW9h? Scale = 1:60.4 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8T1 T4 B2 ST5 ST6 ST3 ST4 ST2 ST1 ST7 ST8 ST9 ST10 ST11 ST12 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 35 3637 38 39 40 4142 4344 45 5x6 4x4 3x4 5x8 7x10 MT20HS7x8 4x4 7x8 3x4 7x8 5x8 3x4 4x4 8-1-8 8-1-8 13-9-0 5-7-8 16-6-12 2-9-12 21-8-7 5-1-11 26-11-8 5-3-1 27-6-0 0-6-8 -1-6-0 1-6-0 4-4-11 4-4-11 8-1-8 3-8-13 13-9-0 5-7-8 16-6-12 2-9-12 21-8-7 5-1-11 27-6-0 5-9-9 0- 4 - 7 9- 6 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [2:0-0-13,Edge], [4:0-3-0,Edge], [4:0-0-0,0-1-12], [5:0-0-8,0-1-8], [6:0-1-8,0-2-0], [7:0-1-12,0-1-8], [9:0-4-0,0-2-0], [10:0-3-4,0-1-10], [12:0-3-8,0-4-8], [13:0-4-0 ,0-4-12], [14:0-0-0,0-2-12], [15:0-3-12,0-4-12], [15:0-1-12,0-1-0], [18:0-1-12,0-0-0], [24:0-2-2,0-0-0] 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 0.46 0.78 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.38 0.05 0.08 (loc) 13-15 13-15 11 13-15 l/defl >999 >670 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 450 lb FT = 0% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 DF Stud/Std *Except* W2,W4,W7: 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 3-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 9-11 REACTIONS.(lb/size) 2=6645/0-5-8 (min. 0-3-5), 11=11354/6-5-0 (min. 0-5-2), 10=-1080/6-5-0 (min. 0-5-2) Max Horz2=158(LC 7) Max Uplift2=-598(LC 8), 11=-891(LC 8), 10=-1267(LC 17) Max Grav2=6645(LC 1), 11=11354(LC 1), 10=193(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11104/960, 3-4=-10898/951, 4-5=-10848/963, 5-6=-6292/566, 6-7=-6186/578, 7-8=-5597/486, 8-9=-5749/464, 9-10=-198/2082 BOT CHORD 2-15=-742/9000, 15-35=-706/9026, 35-36=-706/9026, 14-36=-706/9026, 14-37=-706/9026, 37-38=-706/9026, 13-38=-706/9026, 13-39=-282/4657, 39-40=-282/4657, 40-41=-282/4657, 12-41=-282/4657, 12-42=-1668/197, 42-43=-1668/197, 43-44=-1668/197, 44-45=-1668/197, 11-45=-1668/197, 10-11=-1668/197 WEBS 5-15=-541/5896, 5-13=-5392/567, 6-13=-554/6367, 7-13=-152/1451, 7-12=-1746/177, 9-12=-576/7835, 9-11=-9378/793 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-15 2x4 - 1 row at 0-4-0 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=28ft; 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) 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. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 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. Continued on page 2 Job B1549-16 Truss B1GD Truss Type GABLE Qty 1 Ply 2 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:18 2016 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-2aST6LeueH7zRRWrNN2kxVi9sTGgLL22trFuHByW9h? NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=598, 11=891, 10=1267. 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) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4425 lb down and 508 lb up at 8-1-8, 1580 lb down and 105 lb up at 10-0-12, 31 lb down and 15 lb up at 11-0-12, 1580 lb down and 105 lb up at 12-0-12, 31 lb down and 15 lb up at 13-0-12, 1580 lb down and 105 lb up at 14-0-12, 31 lb down and 15 lb up at 15-0-12, 1580 lb down and 105 lb up at 16-0-12, 31 lb down and 15 lb up at 17-0-12, 1580 lb down and 105 lb up at 18-0-12, 31 lb down and 15 lb up at 19-0-12, and 31 lb down and 15 lb up at 19-11-4, and 1580 lb down and 105 lb up at 20-0-12 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: 1-6=-86, 6-10=-86, 2-10=-16 Concentrated Loads (lb) Vert: 15=-4425(B) 35=-1580(B) 36=-13(F) 37=-1580(B) 38=-13(F) 39=-1580(B) 40=-13(F) 41=-1580(B) 42=-13(F) 43=-1580(B) 44=-13(F) 45=-1593(F=-13, B=-1580) Job B1549-16 Truss C1 Truss Type Common Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:18 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-2aST6LeueH7zRRWrNN2kxViEBTRZLYl2trFuHByW9h? Scale = 1:21.5 T1 T1 B1 W1 1 2 3 4 56 7 8 9 10 4x4 2x4 2x4 2x4 3-9-0 3-9-0 7-6-0 3-9-0 -1-6-0 1-6-0 3-9-0 3-9-0 7-6-0 3-9-0 9-0-0 1-6-0 0- 4 - 7 2- 1 0 - 7 0- 4 - 7 8.00 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 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 -0.00 (loc) 4-6 4-6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 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) 2=516/0-3-8 (min. 0-1-8), 4=516/0-3-8 (min. 0-1-8) Max Horz2=-56(LC 10) Max Uplift2=-65(LC 12), 4=-65(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-376/16, 7-8=-313/17, 3-8=-266/30, 3-9=-266/30, 9-10=-313/17, 4-10=-376/16 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) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 3-9-0, Exterior(2) 3-9-0 to 6-9-0 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) 2, 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 B1549-16 Truss C1G Truss Type Common Structural Gable Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:19 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-Wm0sJhfWPbFp3b51x4ZzTjFPwtno4??B6U_RqdyW9h_ Scale = 1:21.5 T1 T1 B1 W1 ST1 ST1 1 2 3 4 56 11 12 13 14 4x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3-9-0 3-9-0 7-6-0 3-9-0 -1-6-0 1-6-0 3-9-0 3-9-0 7-6-0 3-9-0 9-0-0 1-6-0 0- 4 - 7 2- 1 0 - 7 0- 4 - 7 8.00 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 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 -0.00 (loc) 4-6 4-6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 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=516/0-3-8 (min. 0-1-8), 4=516/0-3-8 (min. 0-1-8) Max Horz2=-56(LC 10) Max Uplift2=-65(LC 12), 4=-65(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-376/16, 11-12=-313/17, 3-12=-266/30, 3-13=-266/30, 13-14=-313/17, 4-14=-376/16 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) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 3-9-0, Exterior(2) 3-9-0 to 6-9-0 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 100 lb uplift at joint(s) 2, 4. 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. LOAD CASE(S) Standard Job B1549-16 Truss C2 Truss Type Common Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:19 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-Wm0sJhfWPbFp3b51x4ZzTjFOitnw402B6U_RqdyW9h_ Scale = 1:18.9 T1 T1 B1 W1 1 2 3 4 5 6 7 8 2x4 4x4 2x4 2x4 3-9-0 3-9-0 7-6-0 3-9-0 3-9-0 3-9-0 7-6-0 3-9-0 0- 4 - 7 2- 1 0 - 7 0- 4 - 7 8.00 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 0.20 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 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) 1=349/1-0-0 (min. 0-1-8), 3=349/1-0-0 (min. 0-1-8) Max Horz1=-40(LC 10) Max Uplift1=-20(LC 12), 3=-20(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-370/30, 5-6=-300/37, 7-8=-300/37, 3-8=-370/30 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) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 3-9-0, Exterior(2) 3-9-0 to 6-9-0 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) 1, 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 B1549-16 Truss CR1 Truss Type Diagonal Hip Girder Qty 3 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:20 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-_zaEX1g8AuNghlgEUo4C0wnT1G4UpLELK8k?L4yW9gz Scale = 1:33.0 T1 W3 B1 W1 W2 1 2 3 4 6 5 7 8 9 10 4x4 3x4 3x4 3x4 2x4 5-8-8 5-8-8 11-2-4 5-5-13 -2-1-7 2-1-7 5-8-8 5-8-8 11-2-4 5-5-13 0- 4 - 7 5- 7 - 1 2 5.66 12 Plate Offsets (X,Y)-- [5:0-1-12,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.61 0.31 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.08 0.01 -0.02 (loc) 5-6 5-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 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* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 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=739/Mechanical, 2=854/0-4-9 (min. 0-1-8) Max Horz2=155(LC 5) Max Uplift5=-108(LC 5), 2=-118(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-959/69, 3-7=-768/88, 4-5=-291/85 BOT CHORD 2-9=-130/772, 6-9=-130/772, 6-10=-130/772, 5-10=-130/772 WEBS 3-6=0/307, 3-5=-800/102 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) 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) except (jt=lb) 5=108, 2=118. 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 18 lb up at 2-9-8, 50 lb down and 18 lb up at 2-9-8, 64 lb down and 52 lb up at 5-7-7, 64 lb down and 52 lb up at 5-7-7, and 104 lb down and 91 lb up at 8-5-6, and 104 lb down and 91 lb up at 8-5-6 on top chord, and 4 lb down at 2-9-8, 4 lb down at 2-9-8, 18 lb down at 5-7-7, 18 lb down at 5-7-7, and 53 lb down at 8-5-6, and 53 lb down at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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: 1-4=-86, 2-5=-16 Concentrated Loads (lb) Vert: 3=-13(F=-6, B=-6) 6=-15(F=-7, B=-7) 8=-208(F=-104, B=-104) 10=-47(F=-23, B=-23) Job B1549-16 Truss D1 Truss Type Common Qty 2 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:21 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-S98ckNhmxCVXIvFQ2VbRY8KhDgOWYsEUZoTYtWyW9gy Scale = 1:50.2 T1 T2 B1 W2 W1 W2 W1 B2 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 4x6 3x4 3x4 3x4 3x4 2x4 3x4 2x4 7-9-10 7-9-10 15-2-6 7-4-12 23-0-0 7-9-10 -1-6-0 1-6-0 5-11-7 5-11-7 11-6-0 5-6-9 17-0-9 5-6-9 23-0-0 5-11-7 0- 4 - 7 8- 0 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12] 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 0.39 0.39 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.21 0.04 0.04 (loc) 7-9 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-15 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) 6=1157/Mechanical, 2=1316/0-3-8 (min. 0-1-8) Max Horz2=132(LC 11) Max Uplift6=-63(LC 12), 2=-112(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-1694/122, 3-10=-1564/147, 3-11=-1472/178, 4-11=-1335/192, 4-12=-1360/205, 5-12=-1499/181, 5-13=-1574/160, 6-13=-1720/145 BOT CHORD 2-9=-63/1286, 8-9=0/875, 8-14=0/875, 14-15=0/875, 7-15=0/875, 6-7=-67/1319 WEBS 4-7=-66/620, 5-7=-457/131, 4-9=-57/578, 3-9=-430/128 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) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 11-6-0, Exterior(2) 11-6-0 to 14-6-0 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) 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, with BCDL = 8.0psf. 5) Refer to girder(s) for truss to truss connections. 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=112. 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 B1549-16 Truss D1G Truss Type Common Supported Gable Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:22 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-wLi_yjiOiWdOw3qccD7g5Ltwe4odHKQeoSD5PyyW9gx Scale = 1:51.3 T1 T1 B1 ST6 ST5 ST4 ST3 ST2ST1 ST5 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 2423 22 21 20 19 18 17 16 4x4 3x4 3x4 3x4 23-0-0 23-0-0 -1-6-0 1-6-0 11-6-0 11-6-0 23-0-0 11-6-0 24-6-0 1-6-0 0- 4 - 7 8- 0 - 7 0- 4 - 7 8.00 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 0.08 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 15 15 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 131 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 23-0-0. (lb) - Max Horz2=-136(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16, 14 Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16 except 2=297(LC 1), 14=297(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) -1-7-0 to 1-6-0, Exterior(2) 1-6-0 to 11-6-0, Corner(3) 11-6-0 to 14-6-0 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) 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, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16, 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. LOAD CASE(S) Standard Job B1549-16 Truss D2 Truss Type Common Qty 2 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:23 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-OXFM93i0TplFYCOoAweveZP0mU3z0ljn06yfyPyW9gw Scale = 1:49.1 T1 T1 B1 W2 W1 W2 W1 B2 1 2 3 4 5 8 7 6 9 10 11 12 13 14 3x4 4x4 3x4 3x4 3x4 2x4 3x4 2x4 0-0-8 0-0-8 7-9-10 7-9-2 15-2-6 7-4-12 23-0-0 7-9-10 5-11-7 5-11-7 11-6-0 5-6-9 17-0-9 5-6-9 23-0-0 5-11-7 0- 4 - 7 8- 0 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-12] 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 0.45 0.39 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.22 0.04 0.04 (loc) 6-8 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 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 4-6-13 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) 1=1158/0-5-8 (min. 0-1-8), 5=1158/Mechanical Max Horz1=121(LC 11) Max Uplift1=-66(LC 12), 5=-66(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-1702/145, 2-9=-1554/160, 2-10=-1484/183, 3-10=-1345/205, 3-11=-1362/206, 4-11=-1501/184, 4-12=-1576/161, 5-12=-1721/147 BOT CHORD 1-8=-67/1294, 7-8=0/878, 7-13=0/878, 13-14=0/878, 6-14=0/878, 5-6=-69/1321 WEBS 3-6=-64/620, 4-6=-457/132, 3-8=-63/592, 2-8=-433/129 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 11-6-0, Exterior(2) 11-6-0 to 14-6-0 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) 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, with BCDL = 8.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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 B1549-16 Truss E1 Truss Type Hip Girder Qty 1 Ply 2 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:25 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-KwN7alkH?R?znWYBHLgNj_VK?HlUUav4UQRm0HyW9gu Scale = 1:61.0 T1 T2 T4 B1 W1 W2 W3 W4 W5 W4 W6 W2 W1 T3 B3B2 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 213x4 4x4 3x4 4x6 3x8 2x4 3x8 2x4 2x4 6x8 5x6 3x4 2x4 4x6 3x8 0-0-8 0-0-8 8-0-0 7-11-8 15-6-12 7-6-12 23-1-8 7-6-12 27-0-0 3-10-8 35-0-0 8-0-0 4-3-15 4-3-15 8-0-0 3-8-1 15-6-12 7-6-12 23-1-8 7-6-12 27-0-0 3-10-8 30-8-1 3-8-1 35-0-0 4-3-15 36-6-0 1-6-0 0- 4 - 7 5- 6 - 1 0 5- 8 - 7 0- 4 - 7 5- 6 - 1 0 8.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-12], [7:0-3-0,0-2-0], [9:0-4-1,0-1-8], [12:0-4-0,0-4-4] 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-R 0.59 0.39 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.35 0.10 0.07 (loc) 12-14 12-14 9 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 398 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 5-2-11 oc purlins, except 2-0-0 oc purlins (4-8-12 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16 REACTIONS.(lb/size) 1=2828/0-5-8 (min. 0-1-8), 9=4428/0-3-8 (min. 0-2-6) Max Horz1=-99(LC 23) Max Uplift1=-207(LC 8), 9=-425(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4654/372, 2-3=-4440/370, 3-17=-3629/331, 17-18=-3629/331, 4-18=-3632/331, 4-5=-7385/686, 5-6=-7385/686, 6-19=-7389/686, 19-20=-7387/686, 7-20=-7384/687, 7-8=-7025/668, 8-9=-7254/670 BOT CHORD 1-16=-226/3728, 15-16=-392/6146, 14-15=-392/6146, 13-14=-392/6146, 12-13=-392/6146, 12-21=-421/5781, 11-21=-421/5781, 9-11=-473/5899 WEBS 3-16=-116/1882, 4-16=-3149/260, 4-14=0/279, 4-12=-429/1606, 6-12=-627/93, 7-12=-187/2779, 7-11=-171/1427 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. 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 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=35ft; eave=5ft; 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) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 1=207, 9=425. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2117 lb down and 172 lb up at 23-1-8, and 371 lb down and 60 lb up at 24-11-4, and 1088 lb down and 190 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job B1549-16 Truss E1 Truss Type Hip Girder Qty 1 Ply 2 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:25 2016 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-KwN7alkH?R?znWYBHLgNj_VK?HlUUav4UQRm0HyW9gu LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-86, 3-7=-86, 7-10=-86, 1-9=-16 Concentrated Loads (lb) Vert: 12=-2117(F) 11=-1088(F) 21=-371(F) Job B1549-16 Truss E2 Truss Type HIP Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:26 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-p6xVn5lvmk7qPg7Nr3BcFB1Tjh3ED4QDj4BJYjyW9gt Scale = 1:60.6 T1 T2 T3 B1 W1 W2 W3 W4 W3 W2 W1 B1B2 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 224x4 4x6 4x6 3x4 3x8 2x4 2x4 3x8 3x8 2x4 3x4 4x4 0-0-8 0-0-8 10-0-0 9-11-8 17-6-0 7-6-0 25-0-0 7-6-0 35-0-0 10-0-0 5-2-7 5-2-7 10-0-0 4-9-9 17-6-0 7-6-0 25-0-0 7-6-0 29-9-9 4-9-9 35-0-0 5-2-7 36-6-0 1-6-0 0- 4 - 7 6- 1 0 - 1 0 7- 0 - 7 0- 4 - 7 6- 1 0 - 1 0 8.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [5:0-3-0,0-1-12] 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-SH 0.72 0.54 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.44 0.13 0.05 (loc) 7-9 7-9 7 11 l/defl >999 >946 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 170 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 3-7-12 oc purlins, except 2-0-0 oc purlins (3-9-10 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1762/0-5-8 (min. 0-1-14), 7=1918/0-3-8 (min. 0-2-1) Max Horz1=-121(LC 10) Max Uplift1=-98(LC 12), 7=-146(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-2722/290, 2-14=-2529/302, 2-3=-2396/287, 3-15=-1886/266, 15-16=-1886/266, 16-17=-1887/266, 4-17=-1890/265, 4-18=-1890/267, 18-19=-1887/267, 5-19=-1885/267, 5-6=-2394/279, 6-20=-2639/299, 7-20=-2748/277 BOT CHORD 1-13=-164/2162, 13-21=-136/2392, 12-21=-136/2392, 11-12=-136/2392, 10-11=-136/2392, 10-22=-136/2392, 9-22=-136/2392, 7-9=-173/2166 WEBS 2-13=-326/122, 3-13=-45/784, 4-13=-822/83, 4-11=0/333, 4-9=-817/90, 5-9=-46/780, 6-9=-329/120 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=35ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-8-12, Interior(1) 3-8-12 to 10-0-0, Exterior(2) 10-0-0 to 29-11-1, Interior(1) 29-11-1 to 36-7-0 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) Provide adequate drainage to prevent water ponding. 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, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 7=146. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B1549-16 Truss E3 Truss Type HIP Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:26 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-p6xVn5lvmk7qPg7Nr3BcFB1VCh1KD4IDj4BJYjyW9gt Scale = 1:60.7 T1 T2 T3 B1 W1 W2 W3 W4 W3 W2 W1 T4 B1B2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 223x8 4x4 4x4 3x4 3x4 3x8 2x4 2x4 3x8 3x8 2x4 3x4 3x8 0-0-8 0-0-8 12-0-0 11-11-8 17-6-0 5-6-0 23-0-0 5-6-0 35-0-0 12-0-0 6-2-7 6-2-7 12-0-0 5-9-9 17-6-0 5-6-0 23-0-0 5-6-0 28-9-9 5-9-9 35-0-0 6-2-7 36-6-0 1-6-0 0- 4 - 7 8- 2 - 1 0 8- 4 - 7 0- 4 - 7 8- 2 - 1 0 8.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-10], [3:0-2-0,0-1-12], [5:0-2-0,0-1-12], [8:0-8-0,0-0-10] 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-SH 0.63 0.67 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.38 -0.88 0.12 0.06 (loc) 8-10 8-10 8 1-14 l/defl >999 >472 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 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 3-4-11 oc purlins, except 2-0-0 oc purlins (4-8-15 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1762/0-5-8 (min. 0-1-14), 8=1918/0-3-8 (min. 0-2-1) Max Horz1=-143(LC 10) Max Uplift1=-98(LC 12), 8=-146(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-2680/275, 2-15=-2536/300, 2-16=-2261/254, 3-16=-2102/279, 3-17=-1742/264, 17-18=-1746/263, 4-18=-1746/263, 4-19=-1746/266, 5-19=-1743/266, 5-6=-2099/272, 6-7=-2259/248, 7-20=-2588/297, 8-20=-2680/271 BOT CHORD 1-14=-153/2128, 14-21=-77/1947, 13-21=-77/1947, 12-13=-77/1947, 11-12=-77/1947, 11-22=-77/1947, 10-22=-77/1947, 8-10=-163/2129 WEBS 2-14=-464/148, 3-14=-50/741, 4-14=-540/66, 4-10=-537/73, 5-10=-45/736, 7-10=-465/147 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=35ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-8-12, Interior(1) 3-8-12 to 12-0-0, Exterior(2) 12-0-0 to 27-11-6, Interior(1) 27-11-6 to 36-7-0 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) Provide adequate drainage to prevent water ponding. 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, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=146. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B1549-16 Truss E4 Truss Type HIP Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:27 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-HJVt?QlXW2Fh0qiaPmiroPaci5P6yaLNxkws5AyW9gs Scale = 1:68.1 T2 T3 T2 B1 W1 W2 W3 W4 W3 W2 W1 T1 T4 B3B2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 5x8 5x6 4x6 5x8 4x4 3x4 2x4 3x4 3x8 2x4 3x4 4x4 0-0-8 0-0-8 7-2-7 7-1-15 14-0-0 6-9-9 21-0-0 7-0-0 27-9-9 6-9-9 35-0-0 7-2-7 7-2-7 7-2-7 14-0-0 6-9-9 21-0-0 7-0-0 27-9-9 6-9-9 35-0-0 7-2-7 36-6-0 1-6-0 0- 4 - 7 9- 6 - 1 0 9- 8 - 7 0- 4 - 7 9- 6 - 1 0 8.00 12 Plate Offsets (X,Y)-- [1:0-0-11,Edge], [2:0-4-0,0-3-0], [3:0-3-0,0-2-0], [4:0-3-0,0-1-12], [5:0-4-0,0-3-0] 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-SH 0.84 0.57 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.32 0.11 0.05 (loc) 9-11 9-11 6 1-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 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 3-1-4 oc purlins, except 2-0-0 oc purlins (3-2-6 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 3-9, 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1762/0-5-8 (min. 0-1-14), 6=1918/0-3-8 (min. 0-2-1) Max Horz1=-165(LC 10) Max Uplift1=-98(LC 12), 6=-146(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-2737/250, 2-14=-2566/268, 2-15=-2090/253, 3-15=-1914/281, 3-16=-1593/275, 16-17=-1593/275, 4-17=-1593/275, 4-18=-1916/276, 5-18=-2091/249, 5-19=-2571/261, 6-19=-2730/230 BOT CHORD 1-13=-119/2122, 12-13=-120/2120, 11-12=-120/2120, 11-20=-13/1592, 10-20=-13/1592, 9-10=-13/1592, 8-9=-127/2116, 6-8=-127/2118 WEBS 2-13=0/264, 2-11=-658/138, 3-11=-21/560, 3-9=-251/255, 4-9=-20/502, 5-9=-650/134, 5-8=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=35ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-8-12, Interior(1) 3-8-12 to 14-0-0, Exterior(2) 14-0-0 to 25-11-6, Interior(1) 25-11-6 to 36-7-0 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) Provide adequate drainage to prevent water ponding. 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, with BCDL = 8.0psf. 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=146. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B1549-16 Truss E5 Truss Type HIP Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:28 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-lV3FCmm9HMNYe_HmyTE4Lc7n1ViBh?cWAOgQdcyW9gr Scale = 1:72.6 T2 T3 T2 B1 W1 W2 W3 W4 W3 W2 W1 T1 T4 B1B2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 4x4 5x6 4x6 4x4 4x4 3x4 3x4 2x4 3x4 3x8 3x4 2x4 3x4 4x4 0-0-8 0-0-8 8-2-7 8-1-15 16-0-0 7-9-9 19-0-0 3-0-0 26-9-9 7-9-9 35-0-0 8-2-7 8-2-7 8-2-7 16-0-0 7-9-9 19-0-0 3-0-0 26-9-9 7-9-9 35-0-0 8-2-7 36-6-0 1-6-0 0- 4 - 7 10 - 1 0 - 1 0 11 - 0 - 7 0- 4 - 7 10 - 1 0 - 1 0 8.00 12 Plate Offsets (X,Y)-- [1:0-0-15,Edge], [2:0-1-12,0-1-8], [3:0-2-0,Edge], [4:0-3-0,0-2-0], [5:0-3-0,0-1-12], [6:0-2-0,Edge], [7:0-1-12,0-1-8] 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-SH 0.86 0.64 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.35 0.12 0.08 (loc) 1-15 1-15 8 1-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 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, except 2-0-0 oc purlins (5-4-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 4-12, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1762/0-5-8 (min. 0-1-14), 8=1918/0-3-8 (min. 0-2-1) Max Horz1=-187(LC 10) Max Uplift1=-98(LC 12), 8=-146(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2707/232, 2-16=-2535/253, 2-3=-1941/236, 3-17=-1804/245, 4-17=-1725/268, 4-5=-1437/267, 5-18=-1728/262, 6-18=-1806/240, 6-7=-1943/230, 7-19=-2525/242, 8-19=-2700/208 BOT CHORD 1-20=-98/2092, 15-20=-98/2092, 15-21=-98/2092, 14-21=-98/2092, 13-14=-98/2092, 12-13=0/1434, 11-12=-104/2083, 11-22=-104/2083, 10-22=-104/2083, 10-23=-104/2083, 8-23=-104/2083 WEBS 2-15=0/332, 2-13=-857/157, 4-13=-45/571, 4-12=-297/308, 5-12=-55/567, 7-12=-852/153, 7-10=0/329 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=35ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-8-12, Interior(1) 3-8-12 to 16-0-0, Exterior(2) 16-0-0 to 19-0-0, Interior(1) 23-11-6 to 36-7-0 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) Provide adequate drainage to prevent water ponding. 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, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=146. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B1549-16 Truss E6 Truss Type Common Qty 2 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:29 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-DhdeQ6nn2fVPG7syWBlJtqf?Nv4KQPkgP2Pz92yW9gq Scale = 1:70.7 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1 T1 T3 B1B2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 4x4 4x4 3x8 2x4 2x4 4x4 0-0-8 0-0-8 8-11-7 8-10-15 17-6-0 8-6-9 26-0-9 8-6-9 35-0-0 8-11-7 6-1-4 6-1-4 11-9-10 5-8-6 17-6-0 5-8-6 23-2-6 5-8-6 28-10-12 5-8-6 35-0-0 6-1-4 36-6-0 1-6-0 0- 4 - 7 12 - 0 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-2-4] 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 0.70 0.52 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.38 0.11 0.06 (loc) 11-13 11-13 9 1-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 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 3-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1762/0-5-8 (min. 0-1-14), 9=1918/0-3-8 (min. 0-2-1) Max Horz1=-204(LC 10) Max Uplift1=-98(LC 12), 9=-146(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2707/226, 2-16=-2563/241, 2-3=-2440/240, 3-4=-2296/264, 4-17=-1728/238, 5-17=-1493/254, 5-18=-1492/251, 6-18=-1728/230, 6-7=-2295/246, 7-8=-2437/221, 8-19=-2605/222, 9-19=-2736/197 BOT CHORD 1-15=-111/2141, 15-20=-21/1737, 20-21=-21/1737, 14-21=-21/1737, 13-14=-21/1737, 12-13=-23/1738, 12-22=-23/1738, 22-23=-23/1738, 11-23=-23/1738, 9-11=-103/2142 WEBS 5-13=-161/1267, 6-13=-727/145, 6-11=-26/550, 8-11=-401/121, 4-13=-729/147, 4-15=-39/552, 2-15=-400/131 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=35ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-8-12, Interior(1) 3-8-12 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0 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 3x4 MT20 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, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=146. 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 B1549-16 Truss E7 Truss Type Monopitch Girder Qty 1 Ply 2 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:30 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-huA0dSoPpzdGtHR94uGYQ1CEWIUw9qtpdi9XhVyW9gp Scale = 1:51.1 T2 W5 B1 W1 W2 W3 W4 T1 1 2 3 4 5 6 9 8 710 3x4 2x4 4x4 3x4 3x4 2x4 6x8 3x4 4-5-15 4-5-15 8-3-15 3-10-1 12-5-8 4-1-9 -1-6-0 1-6-0 4-5-15 4-5-15 8-3-15 3-10-1 12-5-8 4-1-9 0- 4 - 7 8- 8 - 2 8.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [5:0-1-0,0-1-8], [8:0-3-8,0-4-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.35 0.30 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.05 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: 171 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS.(lb/size) 7=2881/0-5-8 (min. 0-1-9), 2=1712/0-3-8 (min. 0-1-8) Max Horz2=236(LC 5) Max Uplift7=-384(LC 5), 2=-202(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2440/243, 3-4=-2163/272, 4-5=-2074/288 BOT CHORD 2-9=-272/1925, 8-9=-272/1925, 8-10=-262/1726, 7-10=-262/1726 WEBS 3-8=-332/79, 5-8=-433/3146, 5-7=-2910/421 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 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)=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 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) 7=384, 2=202. 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) 2388 lb down and 346 lb up at 8-1-8 , and 816 lb down and 115 lb up at 10-0-12 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: 1-6=-86, 2-7=-16 Concentrated Loads (lb) Vert: 8=-2388(F) 10=-816(F) Job B1549-16 Truss F1 Truss Type Hip Girder Qty 1 Ply 2 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:31 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-94kOrop1aHl6VR0LecnnyFlKjinyuEszsMu4ExyW9go Scale = 1:58.0 T1 T2 T4 B1 W3 W4 W5 W4 W5 W4 W3 W6W1 W2 T3 B2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 26 4x4 4x6 4x4 3x8 M18SHS 5x6 3x6 4x8 2x4 2x4 3x8 3x8 2x4 4x6 4x4 4-9-0 4-9-0 11-0-7 6-3-7 17-5-9 6-5-3 23-9-0 6-3-7 31-9-0 8-0-0 4-9-0 4-9-0 11-0-7 6-3-7 17-5-9 6-5-3 23-9-0 6-3-7 27-5-1 3-8-1 31-9-0 4-3-15 33-3-0 1-6-0 2- 6 - 7 5- 6 - 1 0 5- 8 - 7 0- 4 - 7 5- 6 - 1 0 8.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-2-0], [2:0-3-0,0-1-0], [5:0-2-0,Edge], [6:0-2-8,0-1-12], [8:0-0-15,Edge], [13:0-2-8,0-2-0], [14:0-1-12,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.64 0.51 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.33 0.08 0.08 (loc) 11-13 11-13 8 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 379 lb FT = 0% GRIP 220/195 220/195 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 5-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-11 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 15=4441/Mechanical, 8=4082/0-5-8 (min. 0-2-3) Max Horz15=-123(LC 6) Max Uplift15=-492(LC 8), 8=-479(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4312/510, 2-16=-6423/775, 3-16=-6426/775, 3-17=-6423/774, 4-17=-6423/774, 4-5=-5227/648, 5-6=-5227/649, 6-7=-6361/756, 7-8=-6561/750, 1-15=-4177/475 BOT CHORD 14-20=-313/3544, 20-21=-313/3544, 21-22=-313/3544, 13-22=-313/3544, 13-23=-699/7051, 23-24=-699/7051, 12-24=-699/7051, 11-12=-699/7051, 11-25=-699/7051, 25-26=-699/7051, 10-26=-699/7051, 8-10=-533/5278 WEBS 2-14=-520/80, 2-13=-420/3800, 3-13=-617/112, 4-13=-840/101, 4-11=-130/1366, 4-10=-2446/263, 6-10=-335/2993, 7-10=-175/273, 1-14=-412/3790 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 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=32ft; 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) Provide adequate drainage to prevent water ponding. 6) 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. 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=492 , 8=479. 11) 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Job B1549-16 Truss F1 Truss Type Hip Girder Qty 1 Ply 2 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:31 2016 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-94kOrop1aHl6VR0LecnnyFlKjinyuEszsMu4ExyW9go NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 371 lb down and 60 lb up at 1-8-4, 371 lb down and 60 lb up at 3-8-4, 371 lb down and 60 lb up at 5-8-4, 371 lb down and 60 lb up at 7-8-4, 371 lb down and 60 lb up at 9-8-4, 371 lb down and 60 lb up at 11-8-4, 371 lb down and 60 lb up at 13-8-4 , 371 lb down and 60 lb up at 15-8-4, 371 lb down and 60 lb up at 17-8-4, 371 lb down and 60 lb up at 19-8-4, and 371 lb down and 60 lb up at 21-8-4, and 1088 lb down and 190 lb up at 23-8-4 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, 2-6=-86, 6-9=-86, 8-15=-16 Concentrated Loads (lb) Vert: 12=-371(B) 11=-371(B) 10=-1088(B) 18=-371(B) 19=-371(B) 20=-371(B) 21=-371(B) 22=-371(B) 23=-371(B) 24=-371(B) 25=-371(B) 26=-371(B) Job B1549-16 Truss F2 Truss Type HIP Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:32 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-dGIm28pgLatz7bbXBJI0VSHRr67qdmS650edmNyW9gn Scale = 1:56.6 T1 T2 T3 B1 W3 W4 W5 W4 W3 W6W1 W2 B2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 23 4x4 4x6 4x6 2x4 3x4 3x8 3x8 2x4 3x8 2x4 4x4 6-9-0 6-9-0 14-3-0 7-6-0 21-9-0 7-6-0 31-9-0 10-0-0 6-9-0 6-9-0 14-3-0 7-6-0 21-9-0 7-6-0 26-6-9 4-9-9 31-9-0 5-2-7 33-3-0 1-6-0 2- 6 - 7 6- 1 0 - 1 0 7- 0 - 7 0- 4 - 7 6- 1 0 - 1 0 8.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-2-0], [2:0-3-0,0-1-12], [4:0-3-0,0-1-12], [11:0-2-8,0-1-8] 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-SH 0.94 0.47 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.41 0.08 -0.03 (loc) 6-8 6-8 6 6-8 l/defl >999 >915 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 165 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 3-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-2 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 3-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 12=1596/Mechanical, 6=1760/0-5-8 (min. 0-1-14) Max Horz12=-145(LC 10) Max Uplift12=-89(LC 12), 6=-138(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1687/175, 13-14=-1537/179, 2-14=-1536/195, 2-15=-1276/211, 15-16=-1277/211, 16-17=-1278/211, 3-17=-1280/211, 3-18=-1639/237, 18-19=-1636/237, 4-19=-1634/238, 4-20=-2069/243, 5-20=-2089/221, 5-21=-2327/261, 6-21=-2435/239, 1-12=-1549/188 BOT CHORD 11-22=-86/1959, 10-22=-86/1959, 9-10=-86/1959, 9-23=-86/1959, 8-23=-86/1959, 6-8=-141/1899 WEBS 2-11=0/403, 3-11=-996/98, 3-10=0/342, 3-8=-589/64, 4-8=-24/612, 5-8=-312/115, 1-11=-88/1270 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=32ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-3-14, Interior(1) 3-3-14 to 6-9-0, Exterior(2) 6-9-0 to 26-2-14, Interior(1) 26-2-14 to 33-4-0 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) Provide adequate drainage to prevent water ponding. 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, with BCDL = 8.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 6=138. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B1549-16 Truss F3 Truss Type HIP Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:33 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-5Ts8FUqI6u?qll9jl1pF1gqcVWSRMAxFKgNBIpyW9gm Scale = 1:57.9 T1 T2 T3 B1 B3 B4 B3 B5 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W1 W2 T4 B2 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 27 28 29 2x4 4x4 5x6 3x8 5x8 5x6 5x6 5x6 3x8 5x8 4x4 8-9-0 8-9-0 17-2-8 8-5-8 18-8-8 1-6-0 19-9-0 1-0-8 27-9-8 8-0-8 29-3-8 1-6-0 31-9-0 2-5-8 4-6-4 4-6-4 8-9-0 4-2-12 12-11-12 4-2-12 17-2-8 4-2-12 18-8-8 1-6-0 19-9-0 1-0-8 27-9-8 8-0-8 29-3-8 1-6-0 31-9-0 2-5-8 33-3-0 1-6-0 2- 6 - 7 8- 2 - 1 0 8- 4 - 7 0- 4 - 7 1- 0 - 0 8- 2 - 1 0 8.00 12 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-12], [7:0-3-0,0-2-3], [8:0-1-12,0-1-8], [9:0-3-11,0-1-8], [10:0-1-12,0-2-0], [14:0-2-12,0-2-12], [15:0-4-0,0-2-12], [17:0-3-4,0-2-0], [20:0-1-12,0-1-8] 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-SH 0.94 0.57 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.42 0.18 0.05 (loc) 17-18 17-18 11 14-15 l/defl >999 >907 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 213 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, except end verticals, and 2-0-0 oc purlins (4-8-8 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 4-17, 5-17, 8-15, 2-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=1760/0-5-8 (min. 0-1-14), 20=1596/Mechanical Max Horz20=-167(LC 10) Max Uplift11=-138(LC 12), 20=-89(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1625/227, 3-22=-1261/217, 4-22=-1262/216, 4-23=-1585/250, 5-23=-1585/250, 5-6=-1720/250, 6-7=-1694/242, 7-24=-2075/236, 8-24=-2272/216, 8-9=-3731/331, 9-10=-3808/329, 10-25=-2291/196, 11-25=-2388/192 BOT CHORD 19-20=-29/1158, 19-26=-29/1158, 26-27=-29/1158, 18-27=-29/1158, 18-28=-33/1534, 28-29=-33/1534, 17-29=-33/1534, 16-17=-45/1844, 15-16=-26/1709, 14-15=-252/3219, 13-14=-105/2044, 11-13=-98/1797 WEBS 2-18=0/323, 3-18=-49/520, 4-18=-670/99, 5-17=-982/63, 5-16=-5/659, 6-16=-82/361, 6-15=-276/158, 7-15=0/637, 8-15=-1526/231, 8-14=0/647, 10-14=-164/1671, 10-13=-1113/59, 2-20=-1738/184 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=32ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-3-14, Interior(1) 3-3-14 to 8-9-0, Exterior(2) 8-9-0 to 24-2-14, Interior(1) 24-2-14 to 33-4-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 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, with BCDL = 8.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 11=138. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B1549-16 Truss F4 Truss Type HIP Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:35 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-2r_vg9sYeVGY_2J6tSsj75v_0J8uq5UYn_sINiyW9gk Scale = 1:62.2 T1 T2 T3 B1 B3 B4 B3 B5 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W1 W2 T4B2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 2021 22 23 24 25 3x4 5x6 6x8 5x6 2x4 3x4 5x6 5x8 5x6 3x4 3x4 3x4 3x4 5x6 4x4 2x4 5-6-4 5-6-4 10-9-0 5-2-12 17-2-8 6-5-8 18-8-8 1-6-0 27-9-8 9-1-0 29-3-8 1-6-0 31-9-0 2-5-8 5-6-4 5-6-4 10-9-0 5-2-12 17-9-0 7-0-0 22-9-4 5-0-4 27-9-8 5-0-4 29-3-8 1-6-0 31-9-0 2-5-8 33-3-0 1-6-0 2- 6 - 7 9- 6 - 1 0 9- 8 - 7 0- 4 - 7 1- 0 - 0 9- 6 - 1 0 8.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8], [2:0-1-12,0-1-8], [3:0-3-0,0-2-0], [4:0-4-0,0-1-4], [5:0-1-0,0-2-0], [7:0-3-0,0-3-0], [11:0-2-12,0-2-8] 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-SH 0.82 0.51 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.58 0.16 0.05 (loc) 11-12 11-12 8 11-12 l/defl >999 >644 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 199 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 3-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-10 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 3-13, 4-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 17=1596/Mechanical, 8=1760/0-5-8 (min. 0-1-14) Max Horz17=-189(LC 10) Max Uplift17=-89(LC 12), 8=-138(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1613/170, 2-18=-1461/184, 2-19=-1593/218, 3-19=-1465/240, 3-20=-1356/245, 20-21=-1356/245, 21-22=-1356/245, 4-22=-1356/245, 4-23=-1975/259, 5-23=-2000/238, 5-6=-3722/349, 6-7=-3631/275, 7-24=-2336/201, 8-24=-2426/193, 1-17=-1551/177 BOT CHORD 14-15=-16/1247, 14-25=0/1224, 13-25=0/1225, 12-13=0/1666, 11-12=-91/2000, 10-11=-119/2125, 8-10=-112/1858 WEBS 2-15=-437/86, 3-13=-44/381, 4-13=-1000/34, 4-12=-53/1518, 5-12=-681/148, 5-11=-102/1459, 6-11=-303/103, 7-11=-56/1291, 7-10=-1105/61, 1-15=-103/1301 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=32ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-3-14, Interior(1) 3-3-14 to 10-9-0, Exterior(2) 10-9-0 to 22-2-14, Interior(1) 22-2-14 to 33-4-0 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) Provide adequate drainage to prevent water ponding. 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, with BCDL = 8.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 8=138. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B1549-16 Truss F5 Truss Type Hip Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:36 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-W2YHuVsAPpOPcCuIQ9NyfISF6jV5ZXri0ecrv8yW9gj Scale = 1:69.7 T1 T2 T3 B1 B3 B4 B3 B5 W3 W4 W5 W6 W5 W7 W8 W9 W10 W11 W12 W13 W14 W15 W1 W2 T4 B2 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 4x6 5x6 4x4 5x6 8x10 5x8 5x6 3x8 7x10 MT20HS 2x4 4x4 2x4 6-6-4 6-6-4 12-9-0 6-2-12 15-9-0 3-0-0 17-2-8 1-5-8 18-8-8 1-6-0 27-9-8 9-1-0 29-3-8 1-6-0 31-9-0 2-5-8 6-6-4 6-6-4 12-9-0 6-2-12 15-9-0 3-0-0 17-2-8 1-5-8 18-8-8 1-6-0 23-3-0 4-6-8 27-9-8 4-6-8 29-3-8 1-6-0 31-9-0 2-5-8 33-3-0 1-6-0 2- 6 - 7 10 - 1 0 - 1 0 11 - 0 - 7 0- 4 - 7 1- 0 - 0 10 - 1 0 - 1 0 8.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-1-12,0-1-8], [3:0-3-0,0-2-0], [4:0-2-0,0-1-12], [5:0-4-2,0-2-12], [7:0-1-4,0-2-0], [10:0-1-12,0-1-8], [14:0-2-12,0-2-12], [15:0-4-0,0-3-0] 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 0.41 0.45 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.45 0.15 0.06 (loc) 14-15 14-15 11 14-15 l/defl >999 >841 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 243 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 *Except* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-15 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-18, 3-17, 5-17, 5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 21=1596/Mechanical, 11=1760/0-5-8 (min. 0-1-14) Max Horz21=-210(LC 10) Max Uplift21=-89(LC 12), 11=-138(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1692/166, 2-22=-1540/182, 2-23=-1535/214, 3-23=-1379/240, 3-4=-1177/239, 4-5=-1394/265, 5-6=-1966/300, 6-24=-1883/232, 7-24=-2027/222, 7-8=-3672/308, 8-9=-3610/239, 9-10=-3633/233, 10-25=-2323/190, 11-25=-2408/182, 1-21=-1536/172 BOT CHORD 20-21=-136/262, 19-20=-136/262, 19-26=-2/1287, 18-26=-2/1287, 17-18=0/1149, 16-17=0/1268, 15-16=0/1469, 14-15=-77/2063, 13-14=-102/2067, 11-13=-104/1845 WEBS 2-19=-326/83, 2-18=-282/93, 3-18=-24/304, 3-17=-195/346, 4-17=-111/540, 5-17=-698/129, 5-16=-645/0, 5-15=-110/1648, 6-15=-271/109, 7-15=-702/125, 7-14=-79/1380, 8-14=-253/92, 10-14=-33/1328, 10-13=-1108/40, 1-19=-69/1221 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=32ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-3-14, Interior(1) 3-3-14 to 12-9-0, Exterior(2) 12-9-0 to 15-9-0, Interior(1) 20-2-14 to 33-4-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x4 MT20 unless otherwise indicated. 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, with BCDL = 8.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except (jt=lb) 11=138. 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. LOAD CASE(S) Standard Job B1549-16 Truss F6 Truss Type ROOF SPECIAL Qty 2 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:37 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-_E6f5rtoA7WGDMTV_suBCW?Jp7qOI_BrEILORbyW9gi Scale = 1:74.7 T2 T3 B1 B3 B4 B3 B5 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W1 W2 T1 B2 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 4x4 4x4 4x4 2x4 3x4 8x10 5x8 5x6 3x4 3x4 3x4 5x10 MT20HS 6x8 2x4 4x4 2x4 3x4 4x4 7-3-4 7-3-4 17-2-8 9-11-4 18-8-8 1-6-0 27-9-8 9-1-0 29-3-8 1-6-0 31-9-0 2-5-8 7-3-4 7-3-4 14-3-0 6-11-12 17-2-8 2-11-8 18-8-8 1-6-0 23-3-0 4-6-8 27-9-8 4-6-8 29-3-8 1-6-0 31-9-0 2-5-8 33-3-0 1-6-0 2- 6 - 7 12 - 0 - 7 0- 4 - 7 1- 0 - 0 8.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-2-0], [2:0-2-0,Edge], [3:0-1-12,0-1-8], [5:0-2-8,0-2-4], [7:0-1-8,0-2-0], [8:0-2-0,Edge], [10:0-1-12,0-1-8], [14:0-2-12,0-2-8], [15:0-4-12,0-3-0], [16:0-3-4,0-1-8] 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-SH 0.86 0.51 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.58 0.16 0.06 (loc) 16-17 16-17 11 14-15 l/defl >999 >648 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 210 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 3-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 19=1596/Mechanical, 11=1760/0-5-8 (min. 0-1-14) Max Horz19=-228(LC 10) Max Uplift19=-89(LC 12), 11=-138(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1737/141, 2-20=-1585/142, 2-3=-1431/160, 3-21=-1397/191, 4-21=-1207/215, 4-5=-1557/279, 5-22=-1894/269, 6-22=-1962/263, 6-7=-2022/211, 7-8=-3598/286, 8-9=-3664/274, 9-10=-3624/217, 10-23=-2337/164, 11-23=-2425/156, 1-19=-1550/155 BOT CHORD 17-24=0/1339, 16-24=0/1339, 15-16=0/1460, 14-15=-56/2059, 13-14=-85/2073, 11-13=-83/1857 WEBS 3-17=-252/146, 3-16=-493/108, 4-16=-186/1119, 5-16=-1503/136, 5-15=-106/1634, 6-15=-271/91, 7-15=-701/125, 7-14=-81/1378, 9-14=-255/92, 10-14=-34/1306, 10-13=-1083/45, 1-17=-59/1308 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=32ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-3-14, Interior(1) 3-3-14 to 14-3-0, Exterior(2) 14-3-0 to 17-5-2 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 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, with BCDL = 8.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 11=138. 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. LOAD CASE(S) Standard Job B1549-16 Truss F7 Truss Type COMMON Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:38 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-SQf1JBuQxQe7rW2hYaPQkjXUVX921Uo_Ty5y_1yW9gh Scale = 1:73.6 T2 T2 B1 W3 W4 W5 W6 W7 W8W1 W2 T1 T3 B2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 4x4 4x4 3x4 2x4 3x4 3x4 3x4 3x8 3x4 3x4 2x4 4x4 3x4 7-3-4 7-3-4 14-3-0 6-11-12 23-7-0 9-4-0 31-9-0 8-2-1 7-3-4 7-3-4 14-3-0 6-11-12 19-11-6 5-8-6 25-7-12 5-8-6 31-9-0 6-1-4 33-3-0 1-6-0 2- 6 - 7 12 - 0 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-2-0], [2:0-2-0,Edge], [3:0-1-12,0-1-8] 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-SH 0.86 0.54 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.46 0.06 -0.04 (loc) 10-12 10-12 8 8-10 l/defl >999 >813 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 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 4-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 14=1596/0-2-8 (min. 0-1-11), 8=1760/0-5-8 (min. 0-1-14) Max Horz14=-228(LC 10) Max Uplift14=-89(LC 12), 8=-138(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1726/147, 2-15=-1575/148, 2-3=-1420/166, 3-16=-1483/200, 4-16=-1293/223, 4-17=-1293/229, 5-17=-1438/214, 5-6=-1947/230, 6-7=-2194/206, 7-18=-2303/190, 8-18=-2437/164, 1-14=-1539/161 BOT CHORD 13-19=0/1347, 12-19=0/1347, 11-12=-3/1488, 11-20=-3/1488, 20-21=-3/1488, 10-21=-3/1488, 8-10=-74/1885 WEBS 3-13=-291/83, 3-12=-439/121, 4-12=-135/967, 5-12=-727/154, 5-10=-35/594, 7-10=-378/120, 1-13=-68/1292 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=32ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-3-14, Interior(1) 3-3-14 to 14-3-0, Exterior(2) 14-3-0 to 17-5-2 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 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, with BCDL = 8.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 8=138. 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 B1549-16 Truss F8 Truss Type ROOF SPECIAL Qty 2 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:38 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-SQf1JBuQxQe7rW2hYaPQkjXUWX711T7_Ty5y_1yW9gh Scale = 1:69.5 T2 T2 B1 B2 B3 W3 W4 W5 W6 W7 W8 W1 W2 T1 T3 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 4x4 4x4 4x4 2x4 5x6 3x8 3x4 3x4 5x8 4x4 2x4 4x4 7-3-4 7-3-4 15-2-8 7-11-4 23-3-0 8-0-8 31-9-0 8-6-0 7-3-4 7-3-4 14-3-0 6-11-12 19-11-6 5-8-6 25-7-13 5-8-6 31-9-0 6-1-3 33-3-0 1-6-0 2- 6 - 7 12 - 0 - 7 0- 4 - 7 2- 8 - 3 8.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-2-0], [2:0-2-0,Edge], [3:0-1-12,0-1-8], [5:0-0-12,0-2-0], [6:0-2-0,Edge], [8:0-0-13,Edge], [10:0-2-4,0-2-12], [11:0-2-12,0-2-8] 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-SH 0.86 0.67 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.57 0.30 0.08 (loc) 10 10-11 8 10 l/defl >999 >658 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 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* W7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 13=1596/0-2-8 (min. 0-1-11), 8=1760/0-5-8 (min. 0-1-12) Max Horz13=-227(LC 10) Max Uplift13=-89(LC 12), 8=-138(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1730/144, 2-14=-1579/145, 2-3=-1424/164, 3-15=-1451/198, 4-15=-1261/221, 4-16=-1356/240, 5-16=-1501/225, 5-6=-3784/245, 6-7=-3919/220, 7-17=-4219/278, 8-17=-4355/253, 1-13=-1544/159 BOT CHORD 12-18=0/1318, 11-18=0/1318, 10-11=-16/1979, 8-10=-167/3641 WEBS 3-12=-272/99, 3-11=-462/114, 4-11=-141/968, 5-11=-1422/159, 5-10=-52/2417, 7-10=-345/129, 1-12=-64/1299 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=32ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-3-14, Interior(1) 3-3-14 to 14-3-0, Exterior(2) 14-3-0 to 17-5-2 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 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, with BCDL = 8.0psf. 5) Bearing at joint(s) 8 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 at joint(s) 13. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 8=138. 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. LOAD CASE(S) Standard Job B1549-16 Truss F9 Truss Type ROOF SPECIAL Qty 7 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:39 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-wcDPWXv3ikm_Tgdt6HwfHx4g6xSLmvc8icqVWTyW9gg Scale = 1:75.5 T2 T2 B1 B3 B4W1 W2 W3 W4 W5 W6 W7 HW1 T1 B2 HW2 1 2 3 4 5 6 7 8 9 10 11 12 15 14 1316 17 18 19 20 3x4 4x4 4x4 4x6 5x6 5x6 4x4 5x6 5x8 6x8 3x8 2x4 3x4 3x6 2x4 1-0-0 1-0-0 1-2-12 0-2-12 11-9-10 10-6-14 18-5-8 6-7-14 26-6-0 8-0-8 35-0-0 8-6-0 -1-6-0 1-6-0 6-1-4 6-1-4 11-9-10 5-8-6 17-6-0 5-8-6 23-2-6 5-8-6 28-10-13 5-8-6 35-0-0 6-1-3 36-6-0 1-6-0 0- 4 - 7 12 - 0 - 7 0- 4 - 7 2- 8 - 3 8.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-2-0], [2:0-0-5,Edge], [6:0-1-12,0-1-8], [8:0-1-4,0-1-8], [9:0-2-0,Edge], [11:0-1-1,0-0-5], [14:0-2-12,0-2-8], [15:0-3-0,0-3-4] 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-SH 0.81 0.73 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.70 0.38 0.10 (loc) 13 2-15 11 13 l/defl >999 >592 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 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* W6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEDGE Right: 2x4 DF Stud/Std SLIDER Left 2x8 DF SS 3-4-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1917/0-5-8 (min. 0-2-1), 11=1917/0-5-8 (min. 0-1-14) Max Horz2=209(LC 11) Max Uplift2=-146(LC 12), 11=-146(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2629/207, 3-16=-2572/213, 3-4=-2494/232, 4-5=-2227/200, 5-6=-2095/220, 6-17=-1652/222, 7-17=-1503/246, 7-18=-1630/261, 8-18=-1778/237, 8-9=-4298/283, 9-10=-4431/259, 10-19=-4719/315, 11-19=-4856/290 BOT CHORD 2-15=-89/2075, 15-20=-2/1743, 14-20=-2/1743, 13-14=-39/2282, 11-13=-199/4070 WEBS 4-15=-417/111, 6-15=0/447, 6-14=-784/129, 7-14=-174/1298, 8-14=-1536/169, 8-13=-70/2681, 10-13=-334/127 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=35ft; eave=5ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-11-0, Interior(1) 1-11-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0 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, with BCDL = 8.0psf. 5) Bearing at joint(s) 11 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=146, 11=146. 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 B1549-16 Truss F10 Truss Type ROOF SPECIAL Qty 8 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:40 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-OpnojtwhS2ur4qC4f?Ruq8cyeKu4VOOHxGa22vyW9gf Scale = 1:69.5 T1 T2 B1 B2 B3 W3 W4 W5 W6 W1 W2 T3 1 2 3 4 5 6 7 10 9 8 11 12 4x4 3x4 3x4 5x8 5x6 3x4 3x4 2x4 4x4 1-10-7 1-10-7 2-3-15 0-5-8 10-4-7 8-0-8 18-10-7 8-6-0 1-4-7 1-4-7 7-0-13 5-8-6 12-9-4 5-8-6 18-10-7 6-1-3 20-4-7 1-6-0 11 - 1 - 8 12 - 0 - 7 0- 4 - 7 2- 8 - 3 8.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-1-8], [3:0-1-12,0-1-8], [9:0-2-12,0-2-8] 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-SH 0.37 0.38 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.32 0.11 -0.05 (loc) 6-8 6-8 6 6-8 l/defl >999 >614 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 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* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 3-9, 1-10, 1-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 9=1061/0-5-8 (min. 0-1-8), 6=981/0-5-8 (min. 0-1-8) Max Horz9=-322(LC 10) Max Uplift9=-120(LC 8), 6=-77(LC 12) Max Grav9=1061(LC 1), 6=990(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1158/45, 4-5=-1409/21, 5-12=-1760/80, 6-12=-1892/55 BOT CHORD 8-9=-209/571, 6-8=0/1532 WEBS 2-9=-384/286, 3-9=-907/104, 3-8=0/1133, 5-8=-421/156 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) 0-1-12 to 4-4-7, Interior(1) 4-4-7 to 20-5-7 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) 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) 6 except (jt=lb) 9=120. 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 B1549-16 Truss F11 Truss Type COMMON Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:41 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-s?LAxDwJDL0iiznGDiy7MM9_DkCJEsdR9wJcaMyW9ge Scale = 1:69.5 T1 T2 B1 W3 W4 W5 W1 W2 T3 B2 1 2 3 4 5 9 8 7 6 10 11 12 13 4x6 5x10 M18SHS 3x4 3x4 3x8 2x4 4x4 4x4 1-10-7 1-10-7 9-11-0 8-0-9 18-10-7 8-11-7 1-4-7 1-4-7 9-11-0 8-6-9 18-10-7 8-11-7 20-4-7 1-6-0 11 - 1 - 8 12 - 0 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-1-8], [3:0-5-0,0-3-4] 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-SH 0.90 0.44 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.34 0.02 -0.08 (loc) 4-6 4-6 4 4-6 l/defl >999 >586 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 125 lb FT = 0% GRIP 220/195 220/195 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* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-8, 3-8, 1-9, 1-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=1047/0-5-8 (min. 0-1-8), 4=995/0-5-8 (min. 0-1-8) Max Horz8=-322(LC 10) Max Uplift8=-115(LC 8), 4=-78(LC 12) Max Grav8=1053(LC 18), 4=1002(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-10=-293/128, 3-11=-925/97, 4-11=-1075/60 BOT CHORD 7-8=0/782, 7-12=0/782, 6-12=0/782, 6-13=0/786, 4-13=0/786 WEBS 2-8=-535/345, 3-8=-956/170, 3-6=0/379 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) 0-1-12 to 4-4-7, Interior(1) 4-4-7 to 20-5-7 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, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 8=115. 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 B1549-16 Truss F12 Truss Type HALF HIP Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:42 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-LBvY8Zxx_f8ZK7LSnQUMvZiCd8ZnzJvaOa397oyW9gd Scale = 1:66.1 W1 T1 T2 B1 W2 W4 W5 W6 W3 T3 B2 1 2 3 4 5 6 10 9 8 7 11 12 13 14 3x4 4x4 5x6 3x4 3x4 5x6 3x4 2x4 3x4 1-10-7 1-10-7 2-10-7 1-0-0 10-8-0 7-9-9 18-10-7 8-2-7 2-10-7 2-10-7 10-8-0 7-9-9 18-10-7 8-2-7 20-4-7 1-6-0 10 - 1 0 - 1 0 11 - 0 - 7 0- 4 - 7 10 - 1 0 - 1 0 8.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-2-0], [2:0-3-0,0-2-0], [4:0-1-12,0-1-8], [5:0-0-3,Edge], [8:0-2-4,0-3-0] 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-SH 0.73 0.37 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.22 0.02 -0.05 (loc) 5-7 5-7 5 5-7 l/defl >999 >907 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 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* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 1-10, 1-9, 4-8, 2-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 9=1051/0-5-8 (min. 0-1-8), 5=991/0-5-8 (min. 0-1-8) Max Horz9=-301(LC 8) Max Uplift9=-155(LC 8), 5=-79(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-333/84, 4-12=-929/90, 5-12=-1066/56 BOT CHORD 8-9=-322/357, 8-13=0/787, 7-13=0/787, 7-14=0/787, 5-14=0/787 WEBS 2-8=0/411, 4-8=-875/162, 4-7=0/331, 2-9=-804/222 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) 0-1-12 to 7-1-6, Interior(1) 7-1-6 to 20-5-7 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) Provide adequate drainage to prevent water ponding. 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, with BCDL = 8.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 9=155. 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. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B1549-16 Truss F13 Truss Type Half Hip Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:42 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-LBvY8Zxx_f8ZK7LSnQUMvZiDG8aqzJNaOa397oyW9gd Scale = 1:57.0 W1 T1 T2 B1 W2 W3 W4 W5 W6 T3 B2 1 2 3 4 5 10 9 8 7 6 11 12 13 14 3x4 4x4 6x8 5x8 3x4 3x4 3x4 2x4 3x4 1-10-7 1-10-7 2-1-3 0-2-12 4-10-7 2-9-4 11-8-0 6-9-9 18-10-7 7-2-7 4-10-7 4-10-7 11-8-0 6-9-9 18-10-7 7-2-7 20-4-7 1-6-0 9- 6 - 1 0 9- 8 - 7 0- 4 - 7 9- 6 - 1 0 8.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-2-0], [2:0-5-5,Edge], [3:0-4-0,0-3-0] 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 0.69 0.30 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.14 0.02 -0.04 (loc) 4-6 4-6 4 4-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 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, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-9, 2-9, 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 9=1046/0-5-8 (min. 0-1-8), 4=996/0-5-8 (min. 0-1-8) Max Horz9=-265(LC 10) Max Uplift9=-155(LC 8), 4=-83(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-287/115, 3-13=-439/87, 3-14=-929/89, 4-14=-1090/58 BOT CHORD 8-9=-169/285, 7-8=-169/285, 6-7=0/761, 4-6=0/763 WEBS 2-9=-867/240, 2-7=-29/455, 3-7=-666/129, 3-6=0/278 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-10-7, Exterior(2) 4-10-7 to 9-1-6 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) Provide adequate drainage to prevent water ponding. 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) 4 except (jt=lb) 9=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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B1549-16 Truss F14 Truss Type Half Hip Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:43 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-pOTwMvyZlzGPxHweL7?bRnERJYy2ikekdDojfEyW9gc Scale = 1:49.8 W1 T1 T2 B1 W2 W3 W4 W5 T3 B2 1 2 3 4 5 9 8 7 6 10 11 12 13 14 3x4 3x4 5x6 5x6 3x4 3x8 2x4 3x4 4-9-0 4-9-0 10-6-9 5-9-9 16-9-0 6-2-7 4-9-0 4-9-0 10-6-9 5-9-9 16-9-0 6-2-7 18-3-0 1-6-0 8- 2 - 1 0 8- 4 - 7 0- 4 - 7 8- 2 - 1 0 8.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8], [2:0-3-0,0-2-3], [3:0-3-0,0-3-0] 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 0.48 0.17 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 0.06 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 99 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, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-9, 1-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 16-9-0. (lb) - Max Horz9=-229(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9, 7, 4 Max Grav All reactions 250 lb or less at joint(s) 9 except 7=645(LC 1), 6=547(LC 1), 4=462(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 9-14=-277/283, 8-14=-277/283, 7-8=-277/283 WEBS 2-7=-471/176, 3-6=-415/56 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-9-0, Exterior(2) 4-9-0 to 8-11-15 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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, with BCDL = 8.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7, 4. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B1549-16 Truss F15 Truss Type HALF HIP Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:44 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-Ha1IZEzBWGOGZRVrurWq__nYqyETRE9trtYGBhyW9gb Scale = 1:41.3 W1 T1 T2 B1 W2 W3 W4 B2 1 2 3 4 5 8 7 6 9 10 11 12 13 2x4 3x4 4x4 3x4 3x8 2x4 3x4 6-9-0 6-9-0 16-9-0 10-0-0 6-9-0 6-9-0 11-6-9 4-9-9 16-9-0 5-2-7 18-3-0 1-6-0 6- 1 0 - 1 0 7- 0 - 7 0- 4 - 7 6- 1 0 - 1 0 8.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-12], [4:0-2-0,0-1-8] 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-SH 0.75 0.42 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.38 0.01 -0.03 (loc) 4-6 4-6 4 4-6 l/defl >999 >519 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 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, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=832/Mechanical, 4=996/0-3-8 (min. 0-1-8) Max Horz8=-193(LC 10) Max Uplift8=-99(LC 8), 4=-89(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-791/164, 1-9=-546/127, 9-10=-543/127, 10-11=-543/127, 2-11=-541/127, 2-12=-645/117, 3-12=-764/97, 3-13=-1031/129, 4-13=-1137/108 BOT CHORD 4-6=-1/846 WEBS 1-6=-143/731, 3-6=-377/123 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-9-0, Exterior(2) 6-9-0 to 10-11-15 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) Provide adequate drainage to prevent water ponding. 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, with BCDL = 8.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 4. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B1549-16 Truss F16 Truss Type Half Hip Girder Qty 1 Ply 2 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:45 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-lmahnazpHaW7Bb41SY13XCKpyLeJAf_04XHpj7yW9ga Scale = 1:34.6 W1 T1 T2 B1 W2 W1 W2 W3 W4 B2 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 4x4 2x4 4x4 4x6 3x8 2x4 3x8 2x4 3x4 4-6-4 4-6-4 8-9-0 4-2-12 12-5-1 3-8-1 16-9-0 4-3-15 4-6-4 4-6-4 8-9-0 4-2-12 12-5-1 3-8-1 16-9-0 4-3-15 18-3-0 1-6-0 5- 6 - 1 0 5- 8 - 7 0- 4 - 7 5- 6 - 1 0 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-12], [10:0-1-12,0-2-0] 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 0.34 0.18 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.06 0.02 0.01 (loc) 7-8 7-8 5 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 211 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, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=2404/Mechanical, 5=1994/0-3-8 (min. 0-1-8) Max Horz10=-155(LC 23) Max Uplift10=-330(LC 4), 5=-242(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-2166/303, 3-11=-2163/303, 3-4=-2700/341, 4-5=-2967/346 BOT CHORD 10-12=-145/1693, 9-12=-145/1693, 9-13=-145/1693, 8-13=-145/1693, 8-14=-145/1693, 14-15=-145/1693, 7-15=-145/1693, 5-7=-205/2363 WEBS 2-10=-2558/351, 2-8=-118/990, 2-7=-94/729, 3-7=-125/1104, 4-7=-256/104 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 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) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=330, 5=242. 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. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 371 lb down and 60 lb up at 1-9-12 , 371 lb down and 60 lb up at 3-9-12, 371 lb down and 60 lb up at 5-9-12, and 371 lb down and 60 lb up at 7-9-12, and 1088 lb down and 190 lb up at 8-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job B1549-16 Truss F16 Truss Type Half Hip Girder Qty 1 Ply 2 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:45 2016 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-lmahnazpHaW7Bb41SY13XCKpyLeJAf_04XHpj7yW9ga LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-86, 3-6=-86, 5-10=-16 Concentrated Loads (lb) Vert: 7=-1088(F) 12=-371(F) 13=-371(F) 14=-371(F) 15=-371(F) Job B1549-16 Truss J1 Truss Type Jack-Open Qty 6 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:45 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-lmahnazpHaW7Bb41SY13XCKslLgsAmR04XHpj7yW9ga Scale = 1:13.6 T1 B1 1 2 5 3 42x4 1-11-11 1-11-11 -1-6-0 1-6-0 1-11-11 1-11-11 0- 4 - 7 1- 8 - 4 1- 3 - 1 1- 8 - 4 8.00 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 0.16 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-11 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=25/Mechanical, 2=295/0-3-8 (min. 0-1-8), 4=15/Mechanical Max Horz2=65(LC 12) Max Uplift3=-9(LC 9), 2=-62(LC 12) Max Grav3=26(LC 17), 2=295(LC 1), 4=35(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) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 1-11-9 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 B1549-16 Truss J2 Truss Type Jack-Open Qty 6 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:46 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-Dz83_w_S2ue_olfD0FYJ3Ps0Il?_vDhAJB1NGZyW9gZ Scale = 1:20.1 T1 B1 1 2 5 6 3 42x4 3-11-11 3-11-11 -1-6-0 1-6-0 3-11-11 3-11-11 0- 4 - 7 3- 0 - 4 2- 7 - 1 3- 0 - 4 8.00 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 0.17 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-11 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=128/Mechanical, 2=375/0-3-8 (min. 0-1-8), 4=30/Mechanical Max Horz2=94(LC 12) Max Uplift3=-33(LC 12), 2=-49(LC 12) Max Grav3=128(LC 1), 2=375(LC 1), 4=68(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) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 3-10-15 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 B1549-16 Truss J3 Truss Type Jack-Open Qty 6 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:47 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-h9iRBG?4pBmrQuEQaz3YcdP6_9I0egxJYrmwo0yW9gY Scale = 1:26.5 T1 B1 1 2 5 3 42x4 5-11-11 5-11-11 -1-6-0 1-6-0 5-11-11 5-11-11 0- 4 - 7 4- 4 - 4 3- 1 1 - 1 4- 4 - 4 8.00 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 0.50 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >542 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 21 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 5-11-11 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=226/Mechanical, 2=465/0-3-8 (min. 0-1-8), 4=46/Mechanical Max Horz2=124(LC 12) Max Uplift3=-62(LC 12), 2=-39(LC 12) Max Grav3=226(LC 1), 2=465(LC 1), 4=104(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) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 5-10-15 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 B1549-16 Truss LAY01 Truss Type Lay-In Gable Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:47 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-h9iRBG?4pBmrQuEQaz3YcdPD?9LLef5JYrmwo0yW9gY Scale = 1:68.3 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 3x4 4x4 3x4 3x4 18-9-14 18-9-14 9-4-15 9-4-15 18-9-14 9-4-15 11 - 3 - 1 2 14.42 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 0.05 0.02 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 130 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. WEBS 1 Row at midpt 6-16, 5-17, 7-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 18-9-14. (lb) - Max Horz1=214(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 19, 21, 15, 14, 13, 12 except 1=-134(LC 10), 11=-103(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 16, 17, 18, 19, 21, 15, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-251/214, 10-11=-251/214 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) 0-3-12 to 3-4-15, Interior(1) 3-4-15 to 9-4-15, Exterior(2) 9-4-15 to 12-4-15 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 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 17, 18, 19, 21, 15, 14, 13, 12 except (jt=lb) 1=134, 11=103. 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. LOAD CASE(S) Standard Job B1549-16 Truss LAY02 Truss Type Lay-In Gable Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:48 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-9LGpPc0iaVui22pc7gan8qyOlZhaN6KTmVWUKSyW9gX Scale = 1:68.3 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 3x4 4x4 3x4 3x4 18-9-14 18-9-14 9-4-15 9-4-15 18-9-14 9-4-15 11 - 3 - 1 2 14.42 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 0.05 0.02 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 130 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. WEBS 1 Row at midpt 6-16, 5-17, 7-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 18-9-14. (lb) - Max Horz1=-214(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 19, 21, 15, 14, 13, 12 except 1=-134(LC 10), 11=-103(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 16, 17, 18, 19, 21, 15, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-251/214, 10-11=-251/214 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) 0-3-12 to 3-4-15, Interior(1) 3-4-15 to 9-4-15, Exterior(2) 9-4-15 to 12-4-15 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 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 17, 18, 19, 21, 15, 14, 13, 12 except (jt=lb) 1=134, 11=103. 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. LOAD CASE(S) Standard Job B1549-16 Truss LAY03 Truss Type Lay-In Gable Qty 1 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:49 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-dYqBcy0KLp1ZfCOohO60h2USFz?i6P2c?9F1suyW9gW Scale = 1:69.4 W2 B1 W3 T1 T2 B2 ST2 ST1 ST3 W1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 3x4 3x4 3x4 3x4 7x8 -2-1-7 2-1-7 8-7-3 8-7-3 -2-1-7 1-3-6 -0-10-1 0-10-1 8-7-3 8-7-3 6- 0 - 7 11 - 4 - 2 5- 3 - 1 1 11 - 4 - 2 14.42 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-4], [7:0-0-5,Edge], [11:0-2-8,0-0-8], [13:0-1-12,0-3-8] 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 0.51 0.16 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 77 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, except end verticals, and 2-0-0 oc purlins: 1-2. 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 8-7-3. (lb) - Max Horz11=-302(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 8 except 11=-207(LC 8), 7=-158(LC 11) Max Grav All reactions 250 lb or less at joint(s) 9, 10, 8 except 11=403(LC 18), 7=283(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-13=-383/414, 3-4=-286/262, 4-5=-457/428, 5-15=-561/535, 6-15=-572/512, 6-7=-682/638 BOT CHORD 10-11=-451/484, 9-10=-430/466, 8-9=-430/466, 7-8=-430/466 WEBS 3-13=-317/320 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) -1-11-11 to 2-3-10, Interior(1) 2-3-10 to 8-3-7 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) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 9, 10, 8 except (jt=lb) 11=207, 7=158. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B1549-16 Truss M1 Truss Type Jack-Closed Qty 6 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:50 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-6kOaqI1y669QHMz?F5dFEF1iRMN4r1glEp?aPKyW9gV Scale = 1:13.7 T1 W1 B1 1 2 3 4 5 2x4 2x4 2x4 2-0-0 2-0-0 -1-6-0 1-6-0 2-0-0 2-0-0 0- 4 - 7 1- 8 - 7 8.00 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 0.16 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2-4 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 10 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 2-0-0 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) 4=29/Mechanical, 2=295/0-5-8 (min. 0-1-8) Max Horz2=47(LC 11) Max Uplift4=-6(LC 9), 2=-73(LC 12) Max Grav4=35(LC 3), 2=295(LC 1) 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) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 1-10-4 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) 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) 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 B1549-16 Truss M2 Truss Type JACK-CLOSED Qty 19 Ply 1 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:50 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-6kOaqI1y669QHMz?F5dFEF1e?MJdr?HlEp?aPKyW9gV Scale = 1:34.7 T1 W2 B1 W1 1 2 3 4 5 9 10 2x4 3x4 3x4 2x4 8-0-0 8-0-0 -1-6-0 1-6-0 4-0-11 4-0-11 8-0-0 3-11-5 0- 4 - 7 5- 8 - 7 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8] 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-MP 0.45 0.30 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.24 0.00 -0.01 (loc) 5-8 5-8 5 5-8 l/defl >881 >400 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 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, 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) 2=550/0-5-8 (min. 0-1-8), 5=387/Mechanical Max Horz2=156(LC 11) Max Uplift2=-61(LC 12), 5=-44(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-405/68, 9-10=-343/82, 3-10=-254/83 BOT CHORD 2-5=-151/304 WEBS 3-5=-368/124 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) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 7-10-4 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) 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) 2, 5. 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 B1549-16 Truss M3 Truss Type Jack-Closed Girder Qty 1 Ply 2 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:51 2016 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-awyy1e2atQHHvWXBpp8UmTatRmemaLsvTTk8xnyW9gU Scale = 1:34.1 T1 W3 B1 W1 W2 1 2 3 5 4 6 7 3x4 2x4 4x4 3x4 3x6 4-0-11 4-0-11 8-0-0 3-11-5 4-0-11 4-0-11 8-0-0 3-11-5 0- 4 - 7 5- 8 - 7 8.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [4:0-1-12,0-2-0], [5:0-4-8,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.15 0.37 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.04 0.01 0.01 (loc) 1-5 1-5 4 1-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=2078/0-3-8 (min. 0-1-8), 4=2133/Mechanical Max Horz1=142(LC 5) Max Uplift1=-121(LC 8), 4=-156(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2699/163 BOT CHORD 1-6=-171/2181, 5-6=-171/2181, 5-7=-171/2181, 4-7=-171/2181 WEBS 2-5=-125/2627, 2-4=-2667/212 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 0-7-0 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) 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=121, 4=156. 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) 1141 lb down and 79 lb up at 2-0-12 , and 1142 lb down and 82 lb up at 4-0-12, and 1142 lb down and 82 lb up at 6-0-12 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: 1-3=-86, 1-4=-16 Continued on page 2 Job B1549-16 Truss M3 Truss Type Jack-Closed Girder Qty 1 Ply 2 635 Eaglewood10/5(ID)RP Job Reference (optional) Run: 8.020 s Aug 1 2016 Print: 8.020 s Aug 1 2016 MiTek Industries, Inc. Thu Oct 06 09:33:51 2016 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:Gpv1A1tgZgFvr4FBkOfmNcyWQee-awyy1e2atQHHvWXBpp8UmTatRmemaLsvTTk8xnyW9gU LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-1142(B) 6=-1141(B) 7=-1142(B)