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HomeMy WebLinkAboutTRUSS SPECS - 17-00501 - 685 Tanglewood - SFRJob B1273-17 Truss A1 Truss Type Common Girder Qty 1 Ply 2 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.210 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:19 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-t6AM3KBOBjWcOR4rNuQ3E?f5jgaejtydlhceJXyruT_ Scale = 1:24.3 T1 T1 B1 W1W1 1 2 3 5 467 8 9 4x4 4x6 4x4 3x6 3x6 3-10-10 3-10-10 7-1-6 3-2-12 11-0-0 3-10-10 5-6-0 5-6-0 11-0-0 5-6-0 0- 4 - 7 4- 0 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [1:0-0-15,Edge], [2:0-3-0,0-1-4], [3:0-0-15,Edge], [4:0-4-8,0-1-8], [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-R 0.36 0.65 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.10 0.03 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 104 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 5-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=4433/0-5-8 (min. 0-2-6), 3=5267/0-5-8 (min. 0-2-13) Max Horz1=57(LC 24) Max Uplift1=-273(LC 8), 3=-325(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6291/402, 2-3=-6263/400 BOT CHORD 1-6=-282/5121, 5-6=-282/5121, 5-7=-196/3570, 4-7=-196/3570, 4-8=-281/5101, 8-9=-281/5101, 3-9=-281/5101 WEBS 2-4=-198/3600, 2-5=-200/3648 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 273 lb uplift at joint 1 and 325 lb uplift at joint 3. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1718 lb down and 114 lb up at 2-0-12, 1726 lb down and 115 lb up at 4-0-12, 1726 lb down and 115 lb up at 6-0-12, and 1726 lb down and 115 lb up at 8-0-12, and 1728 lb down and 113 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: 1-2=-86, 2-3=-86, 1-3=-16 Continued on page 2 Job B1273-17 Truss A1 Truss Type Common Girder Qty 1 Ply 2 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:20 2017 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-LJjkGgB0y1eT0bf2xbyInCCGT4wtSKCn_LMCqzyruSz LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-1726(B) 6=-1718(B) 7=-1726(B) 8=-1726(B) 9=-1728(B) Job B1273-17 Truss A1G Truss Type Common Structural Gable Qty 1 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:20 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-LJjkGgB0y1eT0bf2xbyInCCHr42ZSVPn_LMCqzyruSz Scale = 1:25.8 T1 T1 B1 W1 ST2 ST1 ST2 ST1 1 2 3 4 56 15 16 17 18 4x4 3x4 3x4 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 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 0.28 0.15 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.01 -0.01 (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: 51 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 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=693/0-5-8 (min. 0-1-8), 4=693/0-5-8 (min. 0-1-8) Max Horz2=-74(LC 10) Max Uplift2=-77(LC 12), 4=-77(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-634/44, 15-16=-521/53, 3-16=-510/67, 3-17=-510/67, 17-18=-521/53, 4-18=-634/44 BOT CHORD 2-6=0/417, 4-6=0/417 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 2 and 77 lb uplift at joint 4. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1273-17 Truss B1 Truss Type Common Qty 5 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:21 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-pVH7U0CejKmKdlEEUJTXJQkR?UHXBuLwC?5lMPyruSy Scale = 1:45.3 T1 T2 B1 W2 W1W1 B1 1 2 3 4 5 6 7 8 9 10 11 4x4 3x4 3x4 5x8 2x4 2x4 11-0-0 11-0-0 22-0-0 11-0-0 -1-6-0 1-6-0 5-8-7 5-8-7 11-0-0 5-3-9 16-3-9 5-3-9 22-0-0 5-8-7 0- 4 - 7 7- 8 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [6:0-2-0,0-1-8], [7:0-4-0,0-3-0] 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 0.38 0.62 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.52 0.04 0.05 (loc) 6-7 6-7 6 6-7 l/defl >999 >505 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 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 4-9-6 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=1101/0-3-8 (min. 0-1-8), 2=1262/0-3-8 (min. 0-1-8) Max Horz2=127(LC 11) Max Uplift6=-60(LC 12), 2=-109(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-1584/132, 3-8=-1468/156, 3-9=-1167/123, 4-9=-1034/137, 4-10=-1034/146, 5-10=-1170/123, 5-11=-1446/165, 6-11=-1567/152 BOT CHORD 2-7=-69/1206, 6-7=-71/1222 WEBS 4-7=-47/699, 5-7=-471/126, 3-7=-451/122 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 6 and 109 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 B1273-17 Truss B1G Truss Type Common Supported Gable Qty 1 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:22 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-HhrVhMDGUeuBFvpQ20_msdHfFumuwN94RfrJvsyruSx Scale = 1:50.0 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 4x4 3x4 3x4 3x4 22-0-0 22-0-0 -1-6-0 1-6-0 11-0-0 11-0-0 22-0-0 11-0-0 23-6-0 1-6-0 0- 4 - 7 7- 8 - 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 0.04 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 122 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 22-0-0. (lb) - Max Horz2=131(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 22, 23, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 22, 23, 17, 16, 15, 14 except 2=325(LC 1), 12=325(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 1-5-0, Exterior(2) 1-5-0 to 11-0-0, Corner(3) 11-0-0 to 14-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 22, 23, 17, 16, 15, 14, 12. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1273-17 Truss C1 Truss Type COMMON Qty 2 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:23 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-luPtviEvFy01t3OdckV?Orqh_I?ffhzDgJasRIyruSw Scale = 1:57.9 T2 T3 B1 W1 W2 W3 W4 W5T1 T4 B2 1 2 3 4 5 6 10 9 8 7 11 12 13 14 6x8 4x4 5x8 3x4 3x4 2x4 3x8 2x4 3x4 6-6-0 6-6-0 6-7-12 0-1-12 14-3-0 7-7-4 21-2-1 6-11-1 28-6-0 7-3-15 -1-6-0 1-6-0 6-7-12 6-7-12 14-3-0 7-7-4 21-2-1 6-11-1 28-6-0 7-3-15 0- 4 - 7 9- 1 0 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,Edge], [4:0-1-12,0-2-0], [5:0-4-0,0-3-4], [6:0-2-0,Edge] 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 0.45 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.22 0.02 0.05 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 135 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 4-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-8, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=2075/0-3-8 (min. 0-2-3), 6=962/Mechanical Max Horz10=164(LC 11) Max Uplift10=-282(LC 12), 6=-27(LC 12) Max Grav10=2075(LC 1), 6=977(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-332/657, 3-11=-304/911, 3-12=-654/47, 4-12=-443/62, 4-13=-472/74, 5-13=-665/46, 5-14=-1218/68, 6-14=-1373/48 BOT CHORD 2-10=-602/355, 9-10=-576/311, 8-9=-576/311, 7-8=0/1006, 6-7=0/1008 WEBS 3-10=-1922/407, 3-8=-171/1110, 5-8=-758/145, 5-7=0/279 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=29ft; 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 14-3-0, Exterior(2) 14-3-0 to 17-3-0 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) 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) 10=282. 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 B1273-17 Truss C1G Truss Type GABLE Qty 1 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:24 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-E4zF62FX?F8uUDypAR0Ex2MskhKuO8DMuzKPzkyruSv Scale = 1:57.9 T2 T3 B1 W1 W2 W3 W4 W5 ST8ST6 ST7 ST4 ST5 ST3 ST2 ST1 ST9 ST10 T1 T4 B2 1 2 3 4 5 6 10 9 8 7 29 30 31 32 6x8 4x4 5x8 3x4 3x4 3x8 3x4 6-6-0 6-6-0 6-7-12 0-1-12 14-3-0 7-7-4 21-2-1 6-11-1 28-6-0 7-3-15 -1-6-0 1-6-0 6-7-12 6-7-12 14-3-0 7-7-4 21-2-1 6-11-1 28-6-0 7-3-15 0- 4 - 7 9- 1 0 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,Edge], [4:0-1-12,0-2-0], [5:0-4-0,0-3-4], [6:0-2-0,Edge] 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 0.45 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.22 0.02 0.05 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 185 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 4-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-8, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=2075/0-3-8 (min. 0-2-3), 6=962/Mechanical Max Horz10=164(LC 11) Max Uplift10=-282(LC 12), 6=-27(LC 12) Max Grav10=2075(LC 1), 6=977(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-29=-332/657, 3-29=-304/911, 3-30=-654/47, 4-30=-443/62, 4-31=-472/74, 5-31=-665/46, 5-32=-1218/68, 6-32=-1373/48 BOT CHORD 2-10=-602/355, 9-10=-576/311, 8-9=-576/311, 7-8=0/1006, 6-7=0/1008 WEBS 3-10=-1922/407, 3-8=-171/1110, 5-8=-758/145, 5-7=0/279 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=29ft; 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 14-3-0, Exterior(2) 14-3-0 to 17-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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) 6 except (jt=lb) 10=282. 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 B1273-17 Truss C2 Truss Type COMMON Qty 2 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:25 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-iGXdKOF9mZGl6MX?j8XTTGv0a5gg7ieW7d3zVByruSu Scale = 1:57.0 T1 T2 B1 W3 W4 W5 W1 W2 T3 B2 1 2 3 4 8 7 6 5 9 10 11 12 4x4 4x4 5x8 2x4 3x4 3x8 2x4 3x4 7-6-8 7-6-8 14-5-9 6-11-1 21-9-8 7-3-15 7-6-8 7-6-8 14-5-9 6-11-1 21-9-8 7-3-15 4- 1 0 - 2 9- 1 0 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-1-12], [3:0-4-0,0-3-4], [4:0-2-0,Edge] 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 0.79 0.48 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.23 0.03 0.05 (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: 113 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 2-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=1101/0-3-8 (min. 0-1-8), 4=1101/Mechanical Max Horz8=-203(LC 10) Max Uplift8=-65(LC 12), 4=-60(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-882/119, 9-10=-709/123, 2-10=-673/140, 2-11=-705/158, 3-11=-889/129, 3-12=-1429/147, 4-12=-1587/127, 1-8=-1042/141 BOT CHORD 5-6=-43/1180, 4-5=-43/1182 WEBS 2-6=-32/305, 3-6=-753/138, 3-5=0/273, 1-6=-43/636 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 7-6-8, Exterior(2) 7-6-8 to 10-6-8 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) 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) 8, 4. 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 B1273-17 Truss C3 Truss Type Common Girder Qty 1 Ply 2 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:26 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-AT50XkGnXtOckW6CHs2i0TS8UVvBs0KfMHpW2dyruSt Scale = 1:57.0 T1 T2 B1 W3 W4 W5 W6 W7 W1 W2 T3 B2 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 5x6 5x6 3x8 M18SHS 4x6 3x4 7x8 7x8 2x4 4x4 5x6 3-11-0 3-11-0 7-6-8 3-7-8 14-4-1 6-9-9 21-9-8 7-5-7 3-11-0 3-11-0 7-6-8 3-7-8 14-4-1 6-9-9 21-9-8 7-5-7 4- 1 0 - 2 9- 1 0 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [2:0-1-12,0-1-8], [4:0-3-0,0-3-0], [5:0-3-0,0-2-13], [7:0-4-0,0-4-12], [9:0-3-8,0-4-12] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.97 0.91 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.25 0.37 0.02 -0.06 (loc) 5-6 5-6 5 5-6 l/defl >999 >703 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 288 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-10 REACTIONS.(lb/size) 10=5833/0-3-8 (min. 0-3-2), 5=1733/Mechanical Max Horz10=-201(LC 6) Max Uplift10=-868(LC 8), 5=-3117(LC 24) Max Grav10=5833(LC 1), 5=2113(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3325/592, 2-3=-3335/791, 3-4=-3533/800, 4-5=-3578/3495, 1-10=-5093/844 BOT CHORD 8-9=-388/2672, 7-8=-388/2672, 7-12=-2864/2846, 12-13=-2864/2846, 13-14=-2864/2846, 6-14=-2864/2846, 6-15=-2915/2850, 15-16=-2915/2850, 16-17=-2915/2850, 5-17=-2915/2850 WEBS 2-9=-539/664, 2-7=-823/351, 3-7=-827/3189, 4-7=-763/3418, 4-6=-3930/310, 1-9=-631/4040 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 0-5-0 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) All plates are MT20 plates 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. 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=868, 5=3117. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1413 lb down and 83 lb up at 1-10-4, 1413 lb down and 83 lb up at 3-10-4, 1401 lb down and 96 lb up at 5-10-4, 1401 lb down and 96 lb up at 7-10-4, 1406 lb down and 98 lb up at 9-10-4, 19 lb down and 1132 lb up at 11-10-4, 19 lb down and 1132 lb up at 13-10-4, 19 lb down and 1132 lb up at 15-10-4, and 19 lb down and 1132 lb up at 17-10-4, and 19 lb down and 1132 lb up at 19-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 Job B1273-17 Truss C3 Truss Type Common Girder Qty 1 Ply 2 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:26 2017 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-AT50XkGnXtOckW6CHs2i0TS8UVvBs0KfMHpW2dyruSt LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-86, 3-5=-86, 5-10=-16 Concentrated Loads (lb) Vert: 8=-1401(B) 9=-1413(B) 7=-1401(B) 11=-1413(B) 12=-1406(B) 13=334(B) 14=334(B) 15=334(B) 16=334(B) 17=334(B) Job B1273-17 Truss D1 Truss Type Common Qty 6 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:27 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-effOl3HPIAWTLghOrZaxZh_Q3vMBbcepbxY4a3yruSs Scale = 1:56.0 T2 T2 B1 W2 W1 W2 W1T1 T1 B2 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 4x6 3x4 3x4 3x4 5x8 3x4 5x8 3x4 9-3-10 9-3-10 18-2-6 8-10-12 27-6-0 9-3-10 -1-6-0 1-6-0 7-0-15 7-0-15 13-9-0 6-8-1 20-5-1 6-8-1 27-6-0 7-0-15 29-0-0 1-6-0 0- 4 - 7 9- 6 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [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-R 0.53 0.48 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.36 0.06 -0.06 (loc) 8-10 8-10 6 6-8 l/defl >999 >897 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 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 4-1-6 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=1536/0-3-8 (min. 0-1-10), 6=1536/0-3-8 (min. 0-1-10) Max Horz2=-162(LC 10) Max Uplift2=-123(LC 12), 6=-123(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-2033/141, 3-11=-1882/170, 3-12=-1768/206, 4-12=-1589/222, 4-13=-1589/222, 5-13=-1768/206, 5-14=-1882/170, 6-14=-2033/141 BOT CHORD 2-10=-40/1550, 9-10=0/1041, 9-15=0/1041, 8-15=0/1041, 6-8=-51/1550 WEBS 4-8=-70/724, 5-8=-526/152, 4-10=-70/718, 3-10=-526/152 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-5-0, Interior(1) 1-5-0 to 13-9-0, Exterior(2) 13-9-0 to 16-9-0 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, with BCDL = 8.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=123, 6=123. 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 B1273-17 Truss D1G Truss Type Common Supported Gable Qty 1 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:28 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-6rCmyPI13UeKzqGaPH5A5uXhkJokK4hypbId6VyruSr Scale = 1:60.6 T2 T2 B1 ST7 ST6 ST5 ST4 ST3 ST2ST1 ST6 ST5 ST4 ST3 ST2 ST1 T1 T1B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 4x4 3x4 3x4 3x4 3x4 27-6-0 27-6-0 -1-6-0 1-6-0 13-9-0 13-9-0 27-6-0 13-9-0 29-0-0 1-6-0 0- 4 - 7 9- 6 - 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 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 19 19 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 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 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 10-26 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 27-6-0. (lb) - Max Horz2=-162(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 27, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 26, 27, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20 except 2=299(LC 1), 18=299(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) -1-7-0 to 1-5-0, Exterior(2) 1-5-0 to 13-9-0, Corner(3) 13-9-0 to 16-9-0 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 27, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20, 18. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 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. LOAD CASE(S) Standard Job B1273-17 Truss D2 Truss Type Common Girder Qty 1 Ply 2 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:30 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-2EKWN5JIb5u2C8QzWi7eAJcsZ6G3opBFHvnkBOyruSp Scale = 1:55.2 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9T1 T4 B2HW11 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 5x6 4x6 3x4 4x12 6x8 3x6 7x8 3x6 7x8 4x4 3x6 3x4 3x6 5x6 5-0-4 5-0-4 9-4-10 4-4-6 13-9-0 4-4-6 16-8-4 2-11-4 19-7-8 2-11-4 27-6-0 7-10-8 5-0-4 5-0-4 9-4-10 4-4-6 13-9-0 4-4-6 16-8-4 2-11-4 19-7-8 2-11-4 27-6-0 7-10-8 0- 4 - 7 9- 6 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [1:0-2-7,0-2-1], [2:0-3-0,0-3-0], [3:0-2-0,0-1-8], [5:0-0-12,0-2-0], [7:0-1-12,0-1-8], [8:0-3-0,0-2-13], [9:0-4-4,0-1-8], [11:0-4-0,0-4-8], [13:0-3-8,0-4-12], [14:0-4-8 ,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-R 0.77 0.91 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.38 0.12 0.08 (loc) 9-10 13-14 8 10 l/defl >999 >851 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 357 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T4: 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=7968/0-3-8 (req. 0-4-4), 8=5919/0-3-8 (min. 0-3-3) Max Horz1=145(LC 31) Max Uplift1=-842(LC 8), 8=-1322(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12640/1412, 2-3=-9968/1287, 3-4=-7417/1199, 4-5=-7336/1199, 5-6=-8631/1653, 6-7=-8757/1642, 7-8=-10134/2337 BOT CHORD 1-15=-1121/10393, 15-16=-1121/10393, 14-16=-1121/10393, 14-17=-1118/10339, 17-18=-1118/10339, 13-18=-1118/10339, 12-13=-952/8198, 11-12=-952/8198, 11-19=-1216/7161, 10-19=-1216/7161, 10-20=-1861/8243, 9-20=-1861/8243, 8-9=-1861/8243 WEBS 2-14=-139/2815, 2-13=-2720/211, 3-13=-185/4082, 3-11=-3655/230, 4-11=-1244/7637, 5-11=-2807/1360, 5-10=-1544/3300, 7-10=-2204/2250, 7-9=-2846/2117 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 7-9 2x4 - 1 row at 0-5-0 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) 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) WARNING: Required bearing size at joint(s) 1 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=842, 8=1322. 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. Continued on page 2 Job B1273-17 Truss D2 Truss Type Common Girder Qty 1 Ply 2 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:30 2017 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-2EKWN5JIb5u2C8QzWi7eAJcsZ6G3opBFHvnkBOyruSp NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1085 lb down and 76 lb up at 2-0-12, 1085 lb down and 76 lb up at 4-0-12 , 1085 lb down and 76 lb up at 6-0-12, 1085 lb down and 76 lb up at 8-0-12, 961 lb down and 43 lb up at 9-6-12, 961 lb down and 43 lb up at 11-6-12, 961 lb down and 43 lb up at 13-6-12, 1085 lb down and 76 lb up at 15-6-12, and 1085 lb down and 76 lb up at 17-6-12, and 1776 lb down and 3133 lb up at 19-7-8 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: 1-4=-86, 4-8=-86, 1-8=-16 Concentrated Loads (lb) Vert: 12=-961(B) 13=-961(B) 11=-961(B) 9=-1717(B) 15=-1085(B) 16=-1085(B) 17=-1085(B) 18=-1085(B) 19=-1085(B) 20=-1085(B) Job B1273-17 Truss E1 Truss Type Common Girder Qty 1 Ply 2 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:31 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-WQuvaRKwMP0vqH?94PetjX9ANWlbXNGOVZWHjqyruSo Scale = 1:26.1 T1 T1 B1 W1W1 1 2 3 5 467 8 3x4 4x4 3x4 3x6 3x6 4-2-10 4-2-10 7-9-6 3-6-12 12-0-0 4-2-10 6-0-0 6-0-0 12-0-0 6-0-0 0- 4 - 7 4- 4 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [4:0-3-0,0-0-4], [5:0-3-0,0-0-4] 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 0.26 0.38 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.07 0.02 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 113 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=2709/0-5-8 (min. 0-1-8), 3=2736/0-5-8 (min. 0-1-8) Max Horz1=62(LC 24) Max Uplift1=-188(LC 8), 3=-190(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3888/284, 2-3=-3886/284 BOT CHORD 1-6=-179/3103, 5-6=-179/3103, 5-7=-127/2216, 4-7=-127/2216, 4-8=-179/3101, 3-8=-179/3101 WEBS 2-4=-121/2095, 2-5=-121/2099 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) 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) except (jt=lb) 1=188, 3=190. 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) 853 lb down and 70 lb up at 2-0-12, 853 lb down and 70 lb up at 4-0-12, 853 lb down and 70 lb up at 6-0-12, and 853 lb down and 70 lb up at 8-0-12, and 853 lb down and 70 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: 1-2=-86, 2-3=-86, 1-3=-16 Continued on page 2 Job B1273-17 Truss E1 Truss Type Common Girder Qty 1 Ply 2 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:31 2017 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-WQuvaRKwMP0vqH?94PetjX9ANWlbXNGOVZWHjqyruSo LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-853(F) 5=-853(F) 6=-853(F) 7=-853(F) 8=-853(F) Job B1273-17 Truss E1G Truss Type Common Supported Gable Qty 1 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:32 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-?cSHonLY7j8mSRaLe696GkiMjw9kGx2YkDGqFHyruSn Scale = 1:27.5 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 12-0-0 12-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 12-0-0 6-0-0 13-6-0 1-6-0 0- 4 - 7 4- 4 - 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 0.05 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: 56 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 12-0-0. (lb) - Max Horz2=-79(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=301(LC 1), 8=301(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 1-5-0, Exterior(2) 1-5-0 to 6-0-0, Corner(3) 6-0-0 to 9-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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 B1273-17 Truss F1 Truss Type Common Girder Qty 1 Ply 2 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:33 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-Tp0f?7MAu0Gd3b8YBqhLoyEU3JLD?EWhzt?OnjyruSm Scale = 1:29.7 T1 T1 B1 W3 W2 W1W2W1 1 2 3 4 5 8 7 6 9 10 11 12 3x8 4x4 3x8 7x8 3x4 3x8 3x4 3x8 3-9-15 3-9-15 7-0-0 3-2-1 10-2-1 3-2-1 14-0-0 3-9-15 3-9-15 3-9-15 7-0-0 3-2-1 10-2-1 3-2-1 14-0-0 3-9-15 0- 4 - 7 5- 0 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-8], [2:0-1-0,0-1-8], [3:0-2-0,0-1-8], [4:0-1-0,0-1-8], [5:0-2-0,0-1-8], [6:0-4-12,0-1-8], [7:0-4-0,0-4-8], [8:0-4-12,0-1-8] 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 0.37 0.76 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.15 0.05 0.03 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 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 *Except* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=5767/0-5-8 (min. 0-3-1), 5=5830/0-5-8 (min. 0-3-2) Max Horz1=-72(LC 23) Max Uplift1=-352(LC 8), 5=-356(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8459/528, 2-3=-5787/393, 3-4=-5787/393, 4-5=-8472/528 BOT CHORD 1-9=-398/6886, 8-9=-398/6886, 8-10=-398/6886, 7-10=-398/6886, 7-11=-398/6898, 6-11=-398/6898, 6-12=-398/6898, 5-12=-398/6898 WEBS 3-7=-382/6023, 4-7=-2722/201, 4-6=-161/3039, 2-7=-2707/200, 2-8=-160/3023 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 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=352, 5=356. 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) 1718 lb down and 114 lb up at 2-0-12, 1695 lb down and 112 lb up at 4-0-12, 1695 lb down and 112 lb up at 6-0-12, 1695 lb down and 112 lb up at 8-0-12, and 1695 lb down and 112 lb up at 10-0-12, and 1717 lb down and 114 lb up at 12-0-12 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 B1273-17 Truss F1 Truss Type Common Girder Qty 1 Ply 2 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:33 2017 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-Tp0f?7MAu0Gd3b8YBqhLoyEU3JLD?EWhzt?OnjyruSm LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-86, 3-5=-86, 1-5=-16 Concentrated Loads (lb) Vert: 6=-1695(F) 8=-1695(F) 9=-1718(F) 10=-1695(F) 11=-1695(F) 12=-1717(F) Job B1273-17 Truss F1G Truss Type Common Supported Gable Qty 1 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:34 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-x?a1DTMofKOUhljklXCaL9niDjsikrJrCXlxK9yruSl Scale = 1:31.0 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 14-0-0 14-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 14-0-0 7-0-0 15-6-0 1-6-0 0- 4 - 7 5- 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 0.04 0.06 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: 67 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 14-0-0. (lb) - Max Horz2=-89(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=325(LC 1), 8=325(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 1-5-0, Exterior(2) 1-5-0 to 7-0-0, Corner(3) 7-0-0 to 10-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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 B1273-17 Truss G1 Truss Type COMMON Qty 1 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:35 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-PB7PQpNQQeXKJvIwJFjptNKiB75JTB1_QBUVsbyruSk Scale = 1:68.4 T2 T2 B1 W3 W2 W1 W2 W1 T1 T1 B1B2 1 2 3 4 5 6 7 12 11 10 9 8 19 20 21 22 23 24 25 26 3x4 4x4 3x4 4x6 3x4 3x8 3x4 2x4 3x4 2x4 4x6 3x4 8-8-7 8-8-7 17-0-0 8-3-9 25-3-9 8-3-9 34-0-0 8-8-7 8-8-7 8-8-7 17-0-0 8-3-9 25-3-9 8-3-9 34-0-0 8-8-7 0- 4 - 7 11 - 8 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-4], [2:0-1-12,0-1-8], [4:0-2-0,0-2-4], [6:0-1-12,0-1-8], [7:0-0-0,0-0-4] 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-MSH 0.84 0.46 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.28 0.10 0.04 (loc) 10-12 10-12 7 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 159 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-10, 2-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1734/Mechanical, 7=1734/Mechanical Max Horz1=-186(LC 10) Max Uplift1=-98(LC 12), 7=-98(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-2520/182, 2-19=-2164/207, 2-3=-1756/194, 3-20=-1538/212, 4-20=-1522/229, 4-21=-1522/229, 5-21=-1538/212, 5-6=-1756/194, 6-22=-2229/207, 7-22=-2520/182 BOT CHORD 1-23=-80/1998, 12-23=-80/1998, 12-24=-80/1998, 11-24=-80/1998, 10-11=-80/1998, 9-10=-80/1940, 9-25=-80/1940, 8-25=-80/1940, 8-26=-80/1940, 7-26=-80/1940 WEBS 4-10=-102/1089, 6-10=-892/152, 6-8=0/346, 2-10=-891/152, 2-12=0/346 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=34ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 7. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1273-17 Truss G1G Truss Type Common Supported Gable Qty 1 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:36 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-tOhod8O2BxfBx3t7tyE2Qas3vXYrCj88fqE2O2yruSj Scale = 1:71.8 T2 T2 B1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST7 ST6 ST5 ST4 ST3 ST2 ST1T1 T1 B3B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 4x4 3x4 3x4 5x6 3x4 3x4 34-0-0 34-0-0 17-0-0 17-0-0 34-0-0 17-0-0 0- 4 - 7 11 - 8 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [29:0-3-0,0-3-0] 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 0.08 0.06 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 227 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 10-28, 9-29, 8-30, 11-26, 12-25 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 34-0-0. (lb) - Max Horz1=-186(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 29, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20 Max Grav All reactions 250 lb or less at joint(s) 1, 28, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21, 19 except 35=314(LC 21), 20=314(LC 22) 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=34ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-0-0 to 3-4-13, Exterior(2) 3-4-13 to 17-0-0, Corner(3) 17-0-0 to 20-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 1, 29, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20. 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 B1273-17 Truss G2 Truss Type ROOF SPECIAL Qty 4 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:37 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-LaFArUPhyFn2YCSJQglHzoP2Wxm5x0CHuUzbxUyruSi Scale = 1:73.3 T2 T3 T4 W14 B1 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 T1 B2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 22 23 24 25 26 27 3x4 4x4 2x4 4x6 3x4 5x6 10x10 6x8 3x4 2x4 3x8 8x10 2x4 4x4 3x4 5x6 2x4 4x4 8-8-7 8-8-7 17-0-0 8-3-9 19-11-8 2-11-8 21-5-8 1-6-0 30-1-8 8-8-0 32-0-8 1-11-0 34-0-0 1-11-8 8-8-7 8-8-7 17-0-0 8-3-9 19-11-8 2-11-8 21-5-8 1-6-0 25-9-8 4-4-0 30-1-8 4-4-0 32-0-8 1-11-0 34-0-0 1-11-8 0- 4 - 7 2- 1 1 - 7 11 - 8 - 7 2- 1 1 - 7 1- 0 - 0 8.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-4], [2:0-1-12,0-1-8], [5:0-3-14,0-2-4], [7:0-1-0,0-2-0], [10:0-1-12,0-1-12], [12:0-2-12,0-3-4], [13:0-1-12,0-1-8], [14:0-4-12,0-3-4] 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-MSH 0.85 0.50 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.53 0.23 0.08 (loc) 13-14 13-14 11 13-14 l/defl >999 >768 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 *Except* W13: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-0-4 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 2-16, 5-16, 5-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=1711/Mechanical, 1=1742/Mechanical Max Horz1=219(LC 11) Max Uplift11=-96(LC 12), 1=-99(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-2536/187, 2-22=-2180/211, 2-3=-1765/199, 3-23=-1544/217, 4-23=-1532/234, 4-5=-1554/248, 5-24=-2173/301, 6-24=-2231/294, 6-7=-2302/248, 7-8=-4061/336, 8-25=-1769/153, 9-25=-1769/153, 9-10=-1753/150, 10-11=-1678/172 BOT CHORD 1-26=-188/1955, 18-26=-188/1955, 17-18=-188/1955, 17-27=-188/1955, 16-27=-188/1955, 15-16=-96/1473, 14-15=-105/1755, 13-14=-220/2335, 12-13=-292/3427 WEBS 2-18=0/353, 2-16=-901/152, 4-16=-155/1200, 5-16=-727/136, 5-15=-934/43, 5-14=-182/1855, 7-14=-750/129, 7-13=-87/1483, 8-13=-969/142, 8-12=-2196/134, 10-12=-227/2364 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=34ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13, Interior(1) 30-1-8 to 33-10-4 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 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) 11, 1. 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 B1273-17 Truss G3 Truss Type COMMON Qty 2 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:38 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-pmpY2qPJiZvvAM1V_NGWV?yDNK6?gYnQ68j9TwyruSh Scale = 1:69.3 T2 T2 B1 W3 W2 W1 W2 W1 T1 T3 B1B2 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 24 25 26 27 3x4 4x4 3x4 4x6 3x4 3x8 3x4 2x4 3x4 2x4 4x6 3x4 8-8-7 8-8-7 17-0-0 8-3-9 25-3-9 8-3-9 34-0-0 8-8-7 -1-6-0 1-6-0 8-8-7 8-8-7 17-0-0 8-3-9 25-3-9 8-3-9 34-0-0 8-8-7 0- 4 - 7 11 - 8 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [3:0-1-12,0-1-8], [5:0-2-0,0-2-4], [7:0-1-12,0-1-8], [8:0-0-0,0-0-4] 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-MSH 0.85 0.46 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.28 0.10 0.04 (loc) 11-13 11-13 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-11, 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1871/0-5-8 (min. 0-2-0), 8=1733/Mechanical Max Horz2=198(LC 11) Max Uplift2=-139(LC 12), 8=-98(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-2515/168, 3-20=-2159/202, 3-4=-1754/192, 4-21=-1537/210, 5-21=-1521/227, 5-22=-1521/229, 6-22=-1537/211, 6-7=-1755/194, 7-23=-2228/207, 8-23=-2518/182 BOT CHORD 2-24=-79/1994, 13-24=-79/1994, 13-25=-79/1994, 12-25=-79/1994, 11-12=-79/1994, 10-11=-78/1939, 10-26=-78/1939, 9-26=-78/1939, 9-27=-78/1939, 8-27=-78/1939 WEBS 5-11=-102/1088, 7-11=-891/152, 7-9=0/346, 3-11=-887/151, 3-13=0/346 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=34ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-9-13, Interior(1) 1-9-13 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 8 except (jt=lb) 2=139. 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 B1273-17 Truss G4 Truss Type COMMON Qty 4 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:39 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-HzNwGAQxTs1moWchY5nl2DUO8kSKP?2aLoSi?NyruSg Scale = 1:70.7 T2 T2 B1 W3 W2 W1 W2 W1 T1 T1 B1B2HW1 HW1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 25 26 27 28 3x4 4x4 3x4 3x6 3x4 3x8 3x4 2x4 3x4 2x4 3x4 3x6 8-8-7 8-8-7 17-0-0 8-3-9 25-3-9 8-3-9 34-0-0 8-8-7 -1-6-0 1-6-0 8-8-7 8-8-7 17-0-0 8-3-9 25-3-9 8-3-9 34-0-0 8-8-7 35-6-0 1-6-0 0- 4 - 7 11 - 8 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [3:0-1-12,0-1-8], [5:0-2-0,0-2-4], [7:0-1-12,0-1-8], [8:0-2-0,0-1-8] 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-MSH 0.85 0.45 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.28 0.10 0.04 (loc) 10-12 10-12 8 12 l/defl >999 >999 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 WEDGE Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12, 3-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1870/0-5-8 (min. 0-2-0), 8=1870/0-5-8 (min. 0-2-0) Max Horz2=-203(LC 10) Max Uplift2=-139(LC 12), 8=-139(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-2514/167, 3-21=-2158/202, 3-4=-1753/192, 4-22=-1536/209, 5-22=-1520/227, 5-23=-1520/227, 6-23=-1536/209, 6-7=-1753/192, 7-24=-2158/202, 8-24=-2514/167 BOT CHORD 2-25=-51/2002, 14-25=-51/2002, 14-26=-51/2002, 13-26=-51/2002, 12-13=-51/2002, 11-12=-57/1935, 11-27=-57/1935, 10-27=-57/1935, 10-28=-57/1935, 8-28=-57/1935 WEBS 5-12=-100/1086, 7-12=-888/151, 7-10=0/346, 3-12=-887/151, 3-14=0/346 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=34ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) -1-7-0 to 1-9-13, Interior(1) 1-9-13 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) except (jt=lb) 2=139, 8=139. 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 B1273-17 Truss G5 Truss Type Roof Special Qty 2 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:40 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-m9xITWRZEA9dPgBu6oJ_aQ1cv8mi8KUjaSCGXpyruSf Scale = 1:69.2 T2 T3 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9T1 T4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 5x6 4x4 3x4 4x4 5x8 3x8 2x4 3x4 3x8 4x4 5x8 3x4 2x4 6-5-7 6-5-7 12-6-0 6-0-9 17-0-0 4-6-0 23-0-4 6-0-4 28-3-11 5-3-7 34-0-0 5-8-5 6-5-7 6-5-7 12-6-0 6-0-9 17-0-0 4-6-0 23-0-4 6-0-4 28-3-11 5-3-7 34-0-0 5-8-5 35-6-0 1-6-0 0- 4 - 7 11 - 8 - 7 0- 4 - 7 3- 6 - 1 8.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-3-4], [3:0-1-12,0-1-8], [5:0-0-12,0-1-12], [7:0-1-12,0-1-8], [8:0-1-1,0-0-5], [11:0-4-0,0-3-0], [12:0-1-10,0-1-8], [13:0-3-0,0-2-8] 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-R 0.65 0.64 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.37 -0.63 0.45 0.11 (loc) 10-11 10-11 8 11 l/defl >999 >640 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 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 2-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 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) 1=1706/0-5-8 (min. 0-1-13), 8=1870/0-5-8 (min. 0-1-14) Max Horz1=-198(LC 10) Max Uplift1=-95(LC 12), 8=-145(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-2667/206, 2-15=-2500/223, 2-3=-2086/235, 3-16=-1874/223, 4-16=-1674/243, 4-17=-1773/228, 5-17=-1914/212, 5-6=-3933/245, 6-7=-4053/223, 7-18=-4606/288, 8-18=-4744/269 BOT CHORD 1-14=-92/2072, 13-14=-93/2070, 12-13=-6/1706, 11-12=-53/3459, 10-11=-174/3959, 8-10=-176/3958 WEBS 2-13=-580/116, 3-12=-388/132, 4-12=-149/1486, 5-12=-2509/154, 5-11=-24/2455, 7-11=-527/116 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=34ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-7-9, Interior(1) 3-7-9 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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 capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=145. 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 B1273-17 Truss G6 Truss Type Roof Special Qty 1 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:41 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-ELVhhsSB?UHU1qm4fVqD7eZosY9utnatp6xp4FyruSe Scale = 1:74.5 T2 T3 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9T1 T4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 5x8 4x4 3x4 3x4 5x8 3x6 3x4 3x8 3x4 5x6 3x4 2x4 2x4 6-5-7 6-5-7 6-5-8 0-0-1 12-6-0 6-0-8 17-0-0 4-6-0 23-0-4 6-0-4 28-3-11 5-3-7 34-0-0 5-8-5 6-5-7 6-5-7 12-6-0 6-0-9 17-0-0 4-6-0 23-0-4 6-0-4 28-3-11 5-3-7 34-0-0 5-8-5 35-6-0 1-6-0 0- 4 - 7 11 - 8 - 7 0- 4 - 7 3- 6 - 1 8.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-8], [2:0-4-0,0-3-0], [3:0-1-12,0-1-8], [5:0-1-0,0-1-8], [7:0-1-12,0-1-8], [8:0-0-13,Edge], [11:0-2-8,0-2-8], [13:0-2-8,0-2-8] 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-R 0.64 0.45 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.35 0.24 0.06 (loc) 10-11 10-11 8 10-11 l/defl >999 >924 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 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 3-4-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=-445/6-5-8 (min. 0-2-6), 8=1371/0-5-8 (min. 0-1-8), 14=2674/0-3-8 (min. 0-2-14), 14=2674/0-3-8 (min. 0-2-14) Max Horz1=-198(LC 10) Max Uplift1=-569(LC 22), 8=-125(LC 12), 14=-108(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-51/1254, 2-15=-35/1428, 2-3=-564/139, 3-16=-853/158, 4-16=-654/177, 4-17=-752/173, 5-17=-895/157, 5-6=-2162/138, 6-7=-2389/116, 7-18=-3027/187, 8-18=-3163/163 BOT CHORD 1-14=-1040/108, 13-14=-1003/105, 12-13=-25/378, 11-12=0/2004, 10-11=-87/2608, 8-10=-89/2606 WEBS 2-14=-2507/214, 2-13=-27/1663, 3-13=-1039/35, 3-12=0/585, 4-12=-83/359, 5-12=-1762/106, 5-11=0/1573, 7-11=-593/123 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=34ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 17-0-0, Exterior(2) 17-0-0 to 20-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=569, 8=125, 14=108. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1273-17 Truss G7 Truss Type Roof Special Qty 2 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:42 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-iY33uCSpmnPLf_KGDDLSgr6_WyTtcFp01mhMciyruSd Scale = 1:67.4 T1 T2 B1 B2 B3 W3 W4 W5 W6 W7 W8 W9 W1 W2 T3 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 4x6 4x4 3x4 3x4 5x8 3x6 3x4 3x8 3x6 5x6 3x4 2x4 0-3-0 0-3-0 6-9-0 6-6-0 11-3-0 4-6-0 17-3-4 6-0-4 22-6-11 5-3-7 28-3-0 5-8-5 6-9-0 6-9-0 11-3-0 4-6-0 17-3-4 6-0-4 22-6-11 5-3-7 28-3-0 5-8-5 29-9-0 1-6-0 4- 2 - 7 11 - 8 - 7 0- 4 - 7 3- 6 - 1 8.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-1-12,0-1-8], [4:0-2-4,0-1-8], [6:0-1-12,0-1-8], [7:0-0-13,Edge], [10:0-2-8,0-2-12], [11:0-1-14,0-1-8], [12:0-3-0,0-2-8], [13:0-1-12,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.52 0.53 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.44 0.32 0.07 (loc) 9-10 9-10 7 9-10 l/defl >999 >763 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 164 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 2-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 2-11, 4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 13=1417/Mechanical, 13=1417/Mechanical, 7=1582/0-5-8 (min. 0-1-9) Max Horz13=-238(LC 10) Max Uplift13=-80(LC 12), 7=-128(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1221/137, 2-14=-1066/153, 2-15=-1294/168, 3-15=-1095/187, 3-16=-1181/185, 4-16=-1326/171, 4-5=-2867/148, 5-6=-3094/126, 6-17=-3694/189, 7-17=-3831/165, 1-13=-1353/151 BOT CHORD 11-12=0/935, 10-11=0/2622, 9-10=-88/3180, 7-9=-90/3177 WEBS 2-12=-702/59, 2-11=-58/308, 3-11=-103/858, 4-11=-2083/107, 4-10=0/1947, 6-10=-557/123, 1-12=-55/936 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-3-0, Exterior(2) 11-3-0 to 14-3-0 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 7=128. 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 B1273-17 Truss G8 Truss Type Roof Special Qty 2 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:42 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-iY33uCSpmnPLf_KGDDLSgr6_WyTtcFp01mhMciyruSd Scale = 1:67.4 T1 T2 B1 B2 B3 W3 W4 W5 W6 W7 W8 W9 W1 W2 T3 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 4x6 4x4 3x4 3x4 5x8 3x6 3x4 3x8 3x6 5x6 3x4 2x4 6-9-0 6-9-0 11-3-0 4-6-0 17-3-4 6-0-4 22-6-11 5-3-7 28-3-0 5-8-5 6-9-0 6-9-0 11-3-0 4-6-0 17-3-4 6-0-4 22-6-11 5-3-7 28-3-0 5-8-5 29-9-0 1-6-0 4- 2 - 7 11 - 8 - 7 0- 4 - 7 3- 6 - 1 8.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-1-12,0-1-8], [4:0-2-4,0-1-8], [6:0-1-12,0-1-8], [7:0-0-13,Edge], [10:0-2-8,0-2-12], [11:0-1-14,0-1-8], [12:0-3-0,0-2-8], [13:0-1-12,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.52 0.53 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.44 0.32 0.07 (loc) 9-10 9-10 7 9-10 l/defl >999 >763 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 164 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 2-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 2-11, 4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 13=1417/Mechanical, 7=1582/0-5-8 (min. 0-1-9) Max Horz13=-238(LC 10) Max Uplift13=-80(LC 12), 7=-128(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1221/137, 2-14=-1066/153, 2-15=-1294/168, 3-15=-1095/187, 3-16=-1181/185, 4-16=-1326/171, 4-5=-2867/148, 5-6=-3094/126, 6-17=-3694/189, 7-17=-3831/165, 1-13=-1353/151 BOT CHORD 11-12=0/935, 10-11=0/2622, 9-10=-88/3180, 7-9=-90/3177 WEBS 2-12=-702/59, 2-11=-58/308, 3-11=-103/858, 4-11=-2083/107, 4-10=0/1947, 6-10=-557/123, 1-12=-55/936 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-3-0, Exterior(2) 11-3-0 to 14-3-0 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 7=128. 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 B1273-17 Truss G9 Truss Type Roof Special Qty 1 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:43 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-AkcR5YTRX5XCG7vTnwshC3f8CLnuLis9GQQw88yruSc Scale = 1:66.7 T1 T2 B1 B2 B3 W3 W4 W5 W6 W7 W8 W9 W1 W2 T3 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 4x6 4x4 3x4 3x4 5x8 3x6 3x4 3x8 3x6 5x6 3x4 2x4 6-9-0 6-9-0 11-3-0 4-6-0 17-3-4 6-0-4 22-6-11 5-3-7 28-3-0 5-8-5 6-9-0 6-9-0 11-3-0 4-6-0 17-3-4 6-0-4 22-6-11 5-3-7 28-3-0 5-8-5 4- 2 - 7 11 - 8 - 7 0- 4 - 7 3- 6 - 1 8.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-1-12,0-1-8], [4:0-2-4,0-1-8], [6:0-1-12,0-1-8], [7:0-0-13,Edge], [9:0-2-8,0-2-12], [10:0-1-14,0-1-8], [11:0-3-0,0-2-8] 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-R 0.58 0.61 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.44 0.33 0.08 (loc) 8-9 8-9 7 9 l/defl >999 >760 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 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 2-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 2-10, 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 12=1422/Mechanical, 7=1422/0-5-8 (min. 0-1-8) Max Horz12=-227(LC 10) Max Uplift12=-82(LC 12), 7=-79(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1225/141, 2-13=-1071/157, 2-14=-1301/180, 3-14=-1102/199, 3-15=-1188/196, 4-15=-1332/182, 4-5=-2893/206, 5-6=-3120/183, 6-16=-3759/273, 7-16=-3910/259, 1-12=-1358/152 BOT CHORD 10-11=0/939, 9-10=-24/2640, 8-9=-173/3251, 7-8=-177/3258 WEBS 2-11=-706/66, 2-10=-57/312, 3-10=-115/865, 4-10=-2103/138, 4-9=-15/1975, 6-9=-608/143, 1-11=-56/941 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-3-0, Exterior(2) 11-3-0 to 14-3-0 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 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 B1273-17 Truss G10 Truss Type Roof Special Qty 5 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:44 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-ewApJtU4IPf3uHUfLeNwlGBKqlAx48YJV4ATgayruSb Scale = 1:68.9 T1 T2 B1 B2 B3 W3 W4 W5 W6 W7 W8 W9 W10 W1 W2 T3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 5x6 4x6 3x4 3x6 5x6 3x4 3x4 4x8 3x8 3x4 5x6 3x4 2x4 5-5-12 5-5-12 6-9-0 1-3-4 11-3-0 4-6-0 17-3-4 6-0-4 22-6-11 5-3-7 28-3-0 5-8-5 6-9-0 6-9-0 11-3-0 4-6-0 17-3-4 6-0-4 22-6-11 5-3-7 28-3-0 5-8-5 4- 2 - 7 11 - 8 - 7 0- 4 - 7 3- 6 - 1 8.00 12 4.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-2-10,0-1-12], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-1-9,0-0-9], [9:0-2-8,0-2-8], [10:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.53 0.43 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.21 0.16 0.04 (loc) 8-9 8-9 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 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 3-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 3-10, 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 13=-966/Mechanical, 7=869/Mechanical, 12=2956/0-5-8 (min. 0-3-2) Max Horz13=-228(LC 10) Max Uplift13=-1116(LC 22), 7=-54(LC 12), 12=-135(LC 12) Max Grav13=27(LC 12), 7=869(LC 1), 12=2956(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-14/1027, 2-14=-0/1192, 4-5=-1040/84, 5-6=-1267/62, 6-17=-2043/160, 7-17=-2191/146, 1-13=-29/1140 BOT CHORD 11-12=-624/132, 10-11=-658/145, 9-10=0/1016, 8-9=-76/1788, 7-8=-80/1799 WEBS 2-12=-2091/162, 2-10=0/1081, 3-10=-389/0, 4-10=-1278/87, 4-9=0/1002, 6-9=-738/153, 1-12=-1158/137 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-3-0, Exterior(2) 11-3-0 to 14-3-0 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) 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) 7 except (jt=lb) 13=1116, 12=135. 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) 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. LOAD CASE(S) Standard Job B1273-17 Truss G10G Truss Type Common Supported Gable Qty 1 Ply 1 Stonebridge 4-2-50(ID)8/2RP Job Reference (optional) Run: 8.110 s Jun 13 2017 Print: 8.110 s Jun 13 2017 MiTek Industries, Inc. Wed Aug 2 11:09:45 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:jTiTqkRn0vUr5B_USzbjLJyrvEk-67kBWDVi3inwWR3ruLu9HUkR49XXpk1Sjkv1D0yruSa Scale = 1:70.7 W1 T1 T2 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 ST6 ST7 ST8 T3 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 3x4 3x4 4x4 3x4 3x4 3x4 27-3-0 27-3-0 10-3-0 10-3-0 27-3-0 17-0-0 4- 1 0 - 7 11 - 8 - 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 0.82 0.34 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 200 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-24, 5-25, 4-26, 7-22, 8-21 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 Horz27=-234(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 24, 25, 22, 21, 20, 19, 18, 17, 16, 15 except 26=-108(LC 1), 27=-255(LC 12) Max Grav All reactions 250 lb or less at joint(s) 26, 22, 21, 20, 19, 18, 17, 15 except 24=261(LC 18), 25=289(LC 21), 27=734(LC 1), 16=315(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-27=-390/221 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=27ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 10-3-0, Corner(3) 10-3-0 to 13-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 25, 22, 21, 20, 19, 18, 17, 16, 15 except (jt=lb) 26=108, 27=255. 9) Non Standard bearing condition. Review required. 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