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HomeMy WebLinkAboutTRUSS SPECS - 17-00238-00245,17-00355-00360 - 295 Ella Ln - Kenneth Square - MFREstimate.txt Roof Plane Hip Lines,96.88 Horizontal Overhang Lines,136 Raked Overhang Lines,28.6 Ridge Lines1,15.83 Roof Area,1802.12 Valley Lines,19.33 Page 1 Job B0767-17 Truss A1 Truss Type COMMON Qty 8 Ply 1 Kenneth Square 4-plex Job Reference (optional) Run: 7.530 s Jul 14 2014 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Thu May 04 09:13:25 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:QMt4RajSKP0mRetUsyCTQ2yFe0q-qe7uA9Bt7QqG7PFz3x?PWKqRWGRMoZsaaVJhVDzJvhe Scale = 1:18.6 T1 T2 B1 W2 W1 1 2 3 4 5 3x4 2x4 3x4 4x4 8-0-0 8-0-0 -1-0-0 1-0-0 5-6-0 5-6-0 8-0-0 2-6-0 0- 4 - 2 2- 1 0 - 6 1- 8 - 1 0 5.50 12 Plate Offsets (X,Y)-- [2:0-2-0,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-MP 0.44 0.33 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.29 0.00 0.05 (loc) 5-8 5-8 2 5-8 l/defl >805 >326 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=498/0-5-8 (min. 0-1-8), 5=394/Mechanical Max Horz2=58(LC 7) Max Uplift2=-63(LC 8), 5=-31(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-294/39 WEBS 3-5=-302/43 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; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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 63 lb uplift at joint 2 and 31 lb uplift at joint 5. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0767-17 Truss A1G Truss Type Common Supported Gable Qty 2 Ply 1 Kenneth Square 4-plex Job Reference (optional) Run: 7.530 s Jul 14 2014 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Thu May 04 09:13:25 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:QMt4RajSKP0mRetUsyCTQ2yFe0q-qe7uA9Bt7QqG7PFz3x?PWKqWeGVPoaFaaVJhVDzJvhe Scale = 1:19.6 T1 T2 B1 ST2 ST1 ST1 1 2 3 4 5 6 9 8 7 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 11-0-0 11-0-0 -1-0-0 1-0-0 5-6-0 5-6-0 11-0-0 5-6-0 0- 4 - 2 2- 1 0 - 6 0- 4 - 2 5.50 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 0.11 0.07 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 40 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-0-0. (lb) - Max Horz2=45(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 9, 7 Max Grav All reactions 250 lb or less at joint(s) 6, 8 except 2=258(LC 1), 9=348(LC 1), 7=374(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-9=-276/87, 5-7=-289/90 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; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 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) 6, 2, 9, 7. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 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 B0767-17 Truss B1 Truss Type Hip Girder Qty 2 Ply 2 Kenneth Square 4-plex Job Reference (optional) Run: 7.530 s Jul 14 2014 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Thu May 04 09:13:27 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:QMt4RajSKP0mRetUsyCTQ2yFe0q-m1FebrD7e24zMjPLAM2tclwi54_TGHst1pona6zJvhc Scale = 1:63.3 T1 T2 T3 B1 W1 W2 W3 W4 W3 W4 W3 W2 W1 T2 B3B2 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 1117 18 19 20 21 22 23 24 25 26 27 28 4x8 5x6 3x8 7x10 MT20HS6x8 2x4 3x8 2x4 2x4 5x8 5x6 4x4 2x4 4x8 M18SHS 4x8 7-10-8 7-10-8 14-10-4 6-11-12 21-11-12 7-1-8 28-11-8 6-11-12 36-11-8 8-0-0 4-4-4 4-4-4 7-10-8 3-6-4 14-10-4 6-11-12 21-11-12 7-1-8 28-11-8 6-11-12 32-5-12 3-6-4 36-11-8 4-5-12 37-11-8 1-0-0 0- 4 - 1 3 3- 1 0 - 7 4- 0 - 2 0- 4 - 2 3- 1 0 - 7 5.50 12 Plate Offsets (X,Y)-- [4:0-2-8,0-1-8], [7:0-2-12,0-1-12], [13:0-2-0,0-2-8], [16:0-4-0,0-3-12] 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 0.75 0.87 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.58 -0.94 0.20 0.26 (loc) 13-14 13-14 9 13-14 l/defl >751 >466 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18SHS Weight: 381 lb FT = 0% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T2: 2x4 DF 2400F 2.0E 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 4-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=5145/0-4-0 (min. 0-2-12), 9=4683/0-5-8 (min. 0-2-8) Max Horz1=-60(LC 28) Max Uplift1=-727(LC 5), 9=-721(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10130/1548, 2-3=-10031/1580, 3-4=-9012/1441, 4-5=-13363/2299, 5-6=-13363/2299, 6-7=-13366/2300, 7-8=-10134/1713, 8-9=-10204/1675 BOT CHORD 1-17=-1369/9087, 17-18=-1369/9087, 18-19=-1369/9087, 19-20=-1369/9087, 16-20=-1369/9087, 16-21=-2187/13259, 21-22=-2187/13259, 15-22=-2187/13259, 15-23=-2187/13259, 14-23=-2187/13259, 14-24=-2187/13259, 24-25=-2187/13259, 25-26=-2187/13259, 13-26=-2187/13259, 13-27=-1500/9199, 12-27=-1500/9199, 12-28=-1500/9199, 11-28=-1500/9199, 9-11=-1474/9127 WEBS 2-16=-155/384, 3-16=-538/3600, 4-16=-4867/925, 4-14=-212/1338, 6-13=-723/176, 7-13=-833/4801, 7-11=-267/1525, 8-11=-177/458 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=727, 9=721. 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. Continued on page 2 Job B0767-17 Truss B1 Truss Type Hip Girder Qty 2 Ply 2 Kenneth Square 4-plex Job Reference (optional) Run: 7.530 s Jul 14 2014 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Thu May 04 09:13:27 2017 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:QMt4RajSKP0mRetUsyCTQ2yFe0q-m1FebrD7e24zMjPLAM2tclwi54_TGHst1pona6zJvhc NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 336 lb down and 45 lb up at 0-10-12, 336 lb down and 45 lb up at 2-10-12 , 336 lb down and 45 lb up at 4-10-12, 336 lb down and 45 lb up at 6-10-12, 361 lb down and 83 lb up at 8-10-12, 361 lb down and 83 lb up at 10-10-12, 361 lb down and 83 lb up at 12-10-12, 361 lb down and 83 lb up at 14-10-12, 361 lb down and 83 lb up at 16-10-12, 361 lb down and 83 lb up at 18-10-12, 361 lb down and 83 lb up at 20-10-12, 361 lb down and 83 lb up at 22-10-12, 361 lb down and 83 lb up at 24-10-12, and 361 lb down and 83 lb up at 26-10-12, and 1032 lb down and 232 lb up at 28-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-86, 3-7=-86, 7-10=-86, 1-9=-16 Concentrated Loads (lb) Vert: 14=-361(B) 11=-1032(B) 12=-361(B) 17=-336(B) 18=-336(B) 19=-336(B) 20=-336(B) 21=-361(B) 22=-361(B) 23=-361(B) 24=-361(B) 25=-361(B) 26=-361(B) 27=-361(B) 28=-361(B) Job B0767-17 Truss B2 Truss Type HIP Qty 2 Ply 1 Kenneth Square 4-plex Job Reference (optional) Run: 7.530 s Jul 14 2014 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Thu May 04 09:13:28 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:QMt4RajSKP0mRetUsyCTQ2yFe0q-EDo1pBDmPLCq_t_Yk4Z68ySxQUN6?qP0GTXL6YzJvhb Scale: 3/16"=1' T1 T2 T3 B1 W1 W2 W3 W4 W4 W3 W2 W1 T2 B3B2SB1SB2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 113x6 5x6 3x6 5x6 WB3x8 2x4 3x4 3x4 3x4 3x8 2x4 5x6 5x6 WB 3x6 9-10-8 9-10-8 18-5-0 8-6-8 26-11-8 8-6-8 36-11-8 10-0-0 5-2-1 5-2-1 9-10-8 4-8-7 15-6-13 5-8-5 21-3-3 5-8-5 26-11-8 5-8-5 31-7-15 4-8-7 36-11-8 5-3-9 37-11-8 1-0-0 0- 4 - 1 3 4- 9 - 7 4- 1 1 - 2 0- 4 - 2 4- 9 - 7 5.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.46 0.65 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.63 0.21 0.13 (loc) 13 11-13 9 13 l/defl >999 >701 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 OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1863/0-4-0 (min. 0-2-0), 9=1978/0-5-8 (min. 0-2-2) Max Horz1=-71(LC 9) Max Uplift1=-132(LC 5), 9=-141(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3739/324, 2-3=-3347/304, 3-4=-2947/289, 4-5=-3773/384, 5-6=-3773/384, 6-7=-2951/290, 7-8=-3350/304, 8-9=-3768/325 BOT CHORD 1-15=-263/3302, 14-15=-329/3733, 13-14=-329/3733, 12-13=-321/3734, 11-12=-321/3734, 9-11=-251/3315 WEBS 2-15=-379/158, 3-15=-40/939, 4-15=-1149/174, 6-11=-1144/174, 7-11=-40/939, 8-11=-389/157 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; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=132, 9=141. 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 B0767-17 Truss B3 Truss Type HIP Qty 2 Ply 1 Kenneth Square 4-plex Job Reference (optional) Run: 7.530 s Jul 14 2014 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Thu May 04 09:13:29 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:QMt4RajSKP0mRetUsyCTQ2yFe0q-jPMP0WEOAfKhc1ZkIn4Lh9?4Cti2kHlAV7Hue?zJvha Scale: 3/16"=1' T1 T2 T1 B1 W1 W2 W3 W4 W3 W2 W1 B1B21 2 3 4 5 6 7 8 9 12 11 10 5x6 5x6 3x6 5x8 2x4 2x4 5x8 3x8 2x4 3x6 12-0-0 12-0-0 18-6-8 6-6-8 25-1-0 6-6-8 37-1-0 12-0-0 -1-0-0 1-0-0 6-3-9 6-3-9 12-0-0 5-8-7 18-6-8 6-6-8 25-1-0 6-6-8 30-9-7 5-8-7 37-1-0 6-3-9 38-1-0 1-0-0 0- 4 - 2 5- 8 - 7 5- 1 0 - 2 0- 4 - 2 5- 8 - 7 5.50 12 Plate Offsets (X,Y)-- [2:0-0-1,Edge], [8:0-0-1,Edge], [10:0-3-12,0-3-0], [12:0-3-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.58 0.73 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.40 -0.95 0.20 0.10 (loc) 2-12 2-12 8 11 l/defl >999 >463 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1979/0-5-8 (min. 0-2-2), 8=1979/0-5-8 (min. 0-2-2) Max Horz2=-77(LC 13) Max Uplift2=-154(LC 8), 8=-154(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3700/279, 3-4=-3154/247, 4-5=-2766/241, 5-6=-2766/241, 6-7=-3154/247, 7-8=-3700/279 BOT CHORD 2-12=-256/3271, 11-12=-218/3212, 10-11=-218/3212, 8-10=-204/3271 WEBS 3-12=-567/193, 4-12=-7/796, 5-12=-798/123, 5-10=-798/123, 6-10=-7/796, 7-10=-567/193 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; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=154, 8=154. 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 B0767-17 Truss B4 Truss Type HIP Qty 2 Ply 1 Kenneth Square 4-plex Job Reference (optional) Run: 7.530 s Jul 14 2014 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Thu May 04 09:13:29 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:QMt4RajSKP0mRetUsyCTQ2yFe0q-jPMP0WEOAfKhc1ZkIn4Lh9?3Ktj0kBmAV7Hue?zJvha Scale = 1:65.2 T2 T3 T2 B1 W1 W2 W3 W4 W4 W3 W2 W1T1 T1 B1B212 3 4 5 6 7 8 9 10 11 17 16 15 14 13 1218 19 3x6 5x6 5x6 3x6 3x6 4x6 3x4 2x4 3x8 3x4 3x8 3x4 2x4 4x6 3x6 7-3-9 7-3-9 14-0-0 6-8-7 23-1-0 9-1-0 29-9-7 6-8-7 37-1-0 7-3-9 -1-0-0 1-0-0 7-3-9 7-3-9 14-0-0 6-8-7 18-6-8 4-6-8 23-1-0 4-6-8 29-9-7 6-8-7 37-1-0 7-3-9 38-1-0 1-0-0 0- 4 - 2 6- 7 - 7 6- 9 - 2 0- 4 - 2 6- 7 - 7 5.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.70 0.67 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.37 -0.72 0.19 0.09 (loc) 14-15 14-15 10 14-15 l/defl >999 >615 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 172 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-3 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=1979/0-5-8 (min. 0-2-2), 10=1979/0-5-8 (min. 0-2-2) Max Horz2=-89(LC 9) Max Uplift2=-169(LC 8), 10=-169(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3735/270, 3-4=-2925/177, 4-5=-2787/198, 5-6=-2531/207, 6-7=-2531/207, 7-8=-2787/198, 8-9=-2925/177, 9-10=-3735/270 BOT CHORD 2-17=-261/3263, 16-17=-261/3263, 15-16=-261/3263, 15-18=-120/2700, 18-19=-120/2700, 14-19=-120/2700, 13-14=-172/3263, 12-13=-172/3263, 10-12=-172/3263 WEBS 3-15=-825/190, 5-15=-10/734, 6-15=-528/87, 6-14=-528/87, 7-14=-10/734, 9-14=-825/190 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; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=169, 10=169. 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 B0767-17 Truss B5 Truss Type HIP Qty 2 Ply 1 Kenneth Square 4-plex Job Reference (optional) Run: 7.530 s Jul 14 2014 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Thu May 04 09:13:30 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:QMt4RajSKP0mRetUsyCTQ2yFe0q-BcwnEsF0xzSYDA8wrVbaDNXEYH6jTluJjn0RBRzJvhZ Scale = 1:64.9 T2 T3 T2 B1 W1 W2 W3 W4 W3 W2 W1 T1 T1 B1B212 3 4 5 6 7 8 9 10 16 15 14 13 12 1123 3x6 5x6 5x6 3x6 3x6 4x6 3x4 2x4 3x4 3x8 3x4 2x4 4x6 3x6 8-3-9 8-3-9 16-0-0 7-8-7 21-1-0 5-1-0 28-9-7 7-8-7 37-1-0 8-3-9 -1-0-0 1-0-0 8-3-9 8-3-9 16-0-0 7-8-7 21-1-0 5-1-0 28-9-7 7-8-7 37-1-0 8-3-9 38-1-0 1-0-0 0- 4 - 2 7- 6 - 7 7- 8 - 2 0- 4 - 2 7- 6 - 7 5.50 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-2], [5:0-3-0,0-1-12], [9:0-3-0,0-1-2] 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 0.67 0.51 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.47 0.18 0.08 (loc) 14-16 14-16 9 14-16 l/defl >999 >940 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 *Except* T2: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-13, 8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1982/0-5-8 (min. 0-2-2), 9=1982/0-5-8 (min. 0-2-2) Max Horz2=-101(LC 13) Max Uplift2=-182(LC 8), 9=-182(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3598/277, 3-4=-2693/181, 4-5=-2670/207, 5-6=-2307/224, 6-7=-2671/207, 7-8=-2694/181, 8-9=-3598/278 BOT CHORD 2-16=-269/3149, 15-16=-269/3149, 14-15=-269/3149, 14-23=-91/2307, 13-23=-91/2307, 12-13=-169/3149, 11-12=-169/3149, 9-11=-169/3149 WEBS 3-16=0/282, 3-14=-947/199, 5-14=-37/530, 5-13=-312/314, 6-13=-24/526, 8-13=-947/200, 8-11=0/281 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; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=182, 9=182. 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 B0767-17 Truss B6 Truss Type HIP Qty 2 Ply 1 Kenneth Square 4-plex Job Reference (optional) Run: 7.530 s Jul 14 2014 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Thu May 04 09:13:30 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:QMt4RajSKP0mRetUsyCTQ2yFe0q-BcwnEsF0xzSYDA8wrVbaDNXFeH3DTbsJjn0RBRzJvhZ Scale = 1:64.9 T2 T3 T2 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 T1 T1 B1B212 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 1319 20 21 22 3x6 5x6 5x6 3x6 3x6 4x6 3x4 2x4 3x4 3x8 3x4 3x4 3x4 2x4 4x6 3x6 9-3-9 9-3-9 18-0-0 8-8-7 19-1-0 1-1-0 27-9-7 8-8-7 37-1-0 9-3-9 -1-0-0 1-0-0 6-4-12 6-4-12 12-2-6 5-9-10 18-0-0 5-9-10 19-1-0 1-1-0 24-10-10 5-9-10 30-8-4 5-9-10 37-1-0 6-4-12 38-1-0 1-0-0 0- 4 - 2 8- 5 - 7 8- 7 - 2 0- 4 - 2 8- 5 - 7 5.50 12 Plate Offsets (X,Y)-- [7:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.60 0.67 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.54 0.18 0.09 (loc) 13-15 13-15 11 2-18 l/defl >999 >809 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 189 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1976/0-3-8 (min. 0-2-2), 11=1983/0-5-8 (min. 0-2-2) Max Horz2=-113(LC 13) Max Uplift2=-193(LC 8), 11=-194(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3782/347, 3-4=-3384/292, 4-5=-3193/310, 5-6=-2429/231, 6-7=-2103/236, 7-8=-2425/232, 8-9=-3171/308, 9-10=-3362/289, 10-11=-3748/343 BOT CHORD 2-18=-361/3324, 18-19=-227/2723, 17-19=-227/2723, 17-20=-227/2723, 16-20=-227/2723, 15-16=-76/2098, 15-21=-112/2713, 14-21=-112/2713, 14-22=-112/2713, 13-22=-112/2713, 11-13=-243/3285 WEBS 3-18=-491/160, 5-18=-40/572, 5-16=-875/195, 6-16=-79/656, 7-16=-334/387, 7-15=-92/657, 8-15=-868/195, 8-13=-39/554, 10-13=-468/157 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; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=193, 11=194. 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 B0767-17 Truss B6G Truss Type GABLE Qty 2 Ply 1 Kenneth Square 4-plex Job Reference (optional) Run: 7.530 s Jul 14 2014 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Thu May 04 09:13:33 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:QMt4RajSKP0mRetUsyCTQ2yFe0q-bBcwsuHuEur74etVXd8Hr?9mMV4jg2XlQkF6nmzJvhW Scale: 3/16"=1' T2 T2 B1 W4 W3 W2 W1 W3 W2 W1 T1 T1 B1B2 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST4 ST5ST3ST2 ST1 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST4 ST5 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 1253 54 3x6 5x6 3x6 3x6 4x6 3x8 3x4 4x4 3x4 4x4 4x6 3x6 3x4 3x4 3x6 9-6-13 9-6-13 18-6-8 8-11-11 27-6-3 8-11-11 37-1-0 9-6-13 -1-0-0 1-0-0 6-6-14 6-6-14 12-6-11 5-11-13 18-6-8 5-11-13 24-6-5 5-11-13 30-6-2 5-11-13 37-1-0 6-6-14 38-1-0 1-0-0 0- 4 - 2 8- 1 0 - 1 0- 4 - 2 5.50 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-10], [7:0-3-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.64 0.68 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.54 0.18 0.10 (loc) 14-16 12-14 10 2-16 l/defl >999 >816 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 258 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 2-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1976/0-3-8 (min. 0-2-2), 10=1983/0-5-8 (min. 0-2-2) Max Horz2=-117(LC 13) Max Uplift2=-195(LC 8), 10=-196(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3771/352, 3-4=-3359/295, 4-5=-3162/314, 5-6=-2352/242, 6-7=-2352/242, 7-8=-3140/312, 8-9=-3337/293, 9-10=-3738/348 BOT CHORD 2-16=-368/3313, 15-16=-230/2686, 15-53=-230/2686, 14-53=-230/2686, 14-54=-118/2677, 13-54=-118/2677, 12-13=-118/2677, 10-12=-247/3275 WEBS 6-14=-105/1390, 7-14=-917/205, 7-12=-41/570, 9-12=-488/162, 5-14=-928/207, 5-16=-43/589, 3-16=-509/165 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; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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, with BCDL = 8.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=195, 10=196. 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 B0767-17 Truss CR1 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 Kenneth Square 4-plex Job Reference (optional) Run: 7.530 s Jul 14 2014 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Thu May 04 09:13:33 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:QMt4RajSKP0mRetUsyCTQ2yFe0q-bBcwsuHuEur74etVXd8Hr?9hlV9wg3VlQkF6nmzJvhW Scale: 1/2"=1' T1 W3 B1 W1 W2 1 2 3 4 5 8 7 6 9 10 11 12 3x4 3x4 3x4 3x4 2x4 5-10-8 5-10-8 11-3-0 5-4-8 -1-5-0 1-5-0 5-10-8 5-10-8 11-3-0 5-4-8 0- 4 - 2 3- 1 1 - 1 4 3.89 12 Plate Offsets (X,Y)-- [4:0-2-5,0-0-12], [7:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.93 0.35 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.02 0.02 (loc) 7-8 7-8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 47 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=683/Mechanical, 2=541/0-7-6 (min. 0-1-8) Max Horz2=63(LC 22) Max Uplift7=-137(LC 8), 2=-112(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1108/202, 3-9=-1041/199, 4-7=-250/84 BOT CHORD 2-11=-229/1022, 8-11=-229/1022, 8-12=-229/1022, 7-12=-229/1022 WEBS 3-8=0/285, 3-7=-1025/218 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=137, 2=112. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 26 lb up at 2-9-8, 24 lb down and 26 lb up at 2-9-8, 78 lb down and 55 lb up at 5-7-7, 78 lb down and 55 lb up at 5-7-7, and 171 lb down and 84 lb up at 8-5-6, and 171 lb down and 84 lb up at 8-5-6 on top chord, and 9 lb down and 3 lb up at 2-9-8, 9 lb down and 3 lb up at 2-9-8, 41 lb down at 5-7-7, 41 lb down at 5-7-7, and 77 lb down at 8-5-6, and 77 lb down at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-43, 4-5=-8, 2-6=-8 Concentrated Loads (lb) Vert: 3=-156(F=-78, B=-78) 8=-36(F=-18, B=-18) 9=12(F=6, B=6) 10=-342(F=-171, B=-171) 11=-8(F=-4, B=-4) 12=-68(F=-34, B=-34) Job B0767-17 Truss J1 Truss Type Jack-Open Qty 4 Ply 1 Kenneth Square 4-plex Job Reference (optional) Run: 7.530 s Jul 14 2014 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Thu May 04 09:13:34 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:QMt4RajSKP0mRetUsyCTQ2yFe0q-3NAI3EIW?Bz_ioSh4KgWODi3wuaIPeMveO_fKCzJvhV Scale = 1:8.9 T1 B1 1 2 3 4 2x4 1-11-11 1-11-11 -1-0-0 1-0-0 1-11-11 1-11-11 0- 4 - 2 1- 2 - 1 5 0- 1 0 - 7 1- 2 - 1 5 5.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=55/Mechanical, 2=220/0-5-8 (min. 0-1-8), 4=15/Mechanical Max Horz2=40(LC 8) Max Uplift3=-21(LC 8), 2=-32(LC 8) Max Grav3=55(LC 1), 2=220(LC 1), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0767-17 Truss J2 Truss Type Jack-Open Qty 4 Ply 1 Kenneth Square 4-plex Job Reference (optional) Run: 7.530 s Jul 14 2014 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Thu May 04 09:13:34 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:QMt4RajSKP0mRetUsyCTQ2yFe0q-3NAI3EIW?Bz_ioSh4KgWODi2MuZFPeMveO_fKCzJvhV Scale = 1:13.4 T1 B1 1 2 3 4 2x4 3-11-11 3-11-11 -1-0-0 1-0-0 3-11-11 3-11-11 0- 4 - 2 2- 1 - 1 5 1- 9 - 7 2- 1 - 1 5 5.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=139/Mechanical, 2=318/0-5-8 (min. 0-1-8), 4=29/Mechanical Max Horz2=67(LC 8) Max Uplift3=-49(LC 8), 2=-38(LC 8) Max Grav3=139(LC 1), 2=318(LC 1), 4=66(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0767-17 Truss J3 Truss Type Jack-Open Qty 4 Ply 1 Kenneth Square 4-plex Job Reference (optional) Run: 7.530 s Jul 14 2014 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Thu May 04 09:13:35 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:QMt4RajSKP0mRetUsyCTQ2yFe0q-XZkgHaJ9mV5rKy0ue2BlwQF7mItL85c2t2kCsezJvhU Scale = 1:17.8 T1 B1 1 2 3 4 2x4 5-11-11 5-11-11 -1-0-0 1-0-0 5-11-11 5-11-11 0- 4 - 2 3- 0 - 1 5 2- 8 - 7 3- 0 - 1 5 5.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.51 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >566 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=232/Mechanical, 2=413/0-5-8 (min. 0-1-8), 4=45/Mechanical Max Horz2=95(LC 8) Max Uplift3=-79(LC 8), 2=-44(LC 8) Max Grav3=232(LC 1), 2=413(LC 1), 4=102(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0767-17 Truss LAY01 Truss Type GABLE Qty 2 Ply 1 Kenneth Square 4-plex Job Reference (optional) Run: 7.530 s Jul 14 2014 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Thu May 04 09:13:35 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:QMt4RajSKP0mRetUsyCTQ2yFe0q-XZkgHaJ9mV5rKy0ue2BlwQFFrIw683y2t2kCsezJvhU Scale = 1:72.2 T1 T1 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 B1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x4 3x4 3x4 3x4 21-0-8 21-0-8 10-6-4 10-6-4 21-0-8 10-6-4 0- 0 - 4 11 - 6 - 1 4 0- 0 - 4 13.20 12 Plate Offsets (X,Y)-- [7:Edge,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 0.06 0.05 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 144 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 5-19, 6-18, 8-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 21-0-8. (lb) - Max Horz1=-223(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12, 21, 20, 16, 14 except 1=-107(LC 6), 22=-105(LC 8), 19=-113(LC 8), 15=-118(LC 9), 13=-138(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 12, 22, 21, 20, 19, 18, 16, 15, 14 except 13=285(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-337/194, 11-12=-286/143 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; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 21, 20, 16, 14 except (jt=lb) 1=107, 22=105, 19=113, 15=118, 13=138. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0767-17 Truss M1 Truss Type JACK-CLOSED Qty 22 Ply 1 Kenneth Square 4-plex Job Reference (optional) Run: 7.530 s Jul 14 2014 Print: 8.100 s Jan 25 2017 MiTek Industries, Inc. Thu May 04 09:13:36 2017 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401, Robin Pettingill ID:QMt4RajSKP0mRetUsyCTQ2yFe0q-0mH2UwKnXpDix5b4Cli_TenMKiCStW6C6iTmO5zJvhT Scale = 1:24.4 T1 W2 B1 W1 1 2 3 4 5 2x4 3x4 3x4 2x4 8-0-0 8-0-0 -1-0-0 1-0-0 4-1-13 4-1-13 8-0-0 3-10-3 0- 4 - 2 3- 1 1 - 1 3 3- 8 - 4 5.50 12 Plate Offsets (X,Y)-- [2:0-2-0,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-MP 0.27 0.30 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.22 0.01 0.01 (loc) 5-8 5-8 5 5-8 l/defl >963 >427 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=498/0-5-8 (min. 0-1-8), 5=394/Mechanical Max Horz2=122(LC 7) Max Uplift2=-60(LC 8), 5=-64(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-517/78 BOT CHORD 2-5=-87/452 WEBS 3-5=-501/127 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OVERHANG INFO HEEL HEIGHT GABLE STUDS 2x4 24 IN. OC END CUT RETURN SQUARE REQ. ENGINEERING NONE REQ. LAYOUTS NONE QUOTE LAYOUT CUTTING DATEBY S H I P T O , Valued Customer / Cash Sale S O L D T O SALES REP ORDER DATE REQ. QUOTE DATE DELIVERY DATE / / / / / /ORDER # QUOTE # TERMS SALES AREA CUSTOMER PO # CUSTOMER ACCT # INVOICE # 000000001 ORDERED BY SUPERINTENDENT JOBSITE PHONE # DATE OF INVOICE B0767-17 Pettingill Rexburg / / PAGE 1 SPECIAL INSTRUCTIONS: DELIVERY INSTRUCTIONS: JOB NAME: MODEL: TAG: Kenneth Square 4-plex BUILDING DEPARTMENT N/A JOB CATEGORY:Residential LOT # SUBDIV: DATE05/04/17 Rexburg, ID Non-Itemized QUOTE Estimate / / / / / / QTY TYPE SPAN LUMBER TOP BOT OVERHANG LEFT RIGHT CANTILEVER LEFT RIGHT PITCH TOP BOT ID PROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 35.0,8.0,0.0,8.0 STRESS INCR. 1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) PLY LEFT RIGHT STUBO/ABASE SPAN A1 5.50 0.00 08-00-00 01-00-00 COMMON 8 08-00-00 A1G 5.50 0.00 11-00-00 01-00-00 COMMON 2 11-00-00 B1 2 5.50 0.00 36-11-08 01-00-00 HIP GIRDER 2 Ply 36-11-08 B2 5.50 0.00 36-11-08 01-00-00 HIP 2 36-11-08 B3 5.50 0.00 37-01-00 01-00-00 01-00-00 HIP 2 37-01-00 B4 5.50 0.00 37-01-00 01-00-00 01-00-00 HIP 2 37-01-00 B5 5.50 0.00 37-01-00 01-00-00 01-00-00 HIP 2 37-01-00 B6 5.50 0.00 37-01-00 01-00-00 01-00-00 HIP 2 37-01-00 B6G 5.50 0.00 37-01-00 01-00-00 01-00-00 GABLE 2 37-01-00 CR1 3.89 0.00 11-03-00 01-05-00 DIAGONAL HIP 2 11-03-00 J1 5.50 0.00 01-11-11 01-00-00 JACK-OPEN 4 01-11-11 J2 5.50 0.00 03-11-11 01-00-00 JACK-OPEN 4 03-11-11 J3 5.50 0.00 05-11-11 01-00-00 JACK-OPEN 4 05-11-11 LAY0113.20 0.00 21-00-00 GABLE 2 21-00-00 M1 5.50 0.00 08-00-00 01-00-00 JACK-CLOSED 22 08-00-00 FT-IN-16 ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES ITEMS 00-00-002-Ply NailingGirder Nailing 2 Nailing Charge: 2-Ply Truss LUS26Hanger 28 DF Snow 990# THJA26Hanger 2 OVERHANG INFO HEEL HEIGHT GABLE STUDS 2x4 24 IN. OC END CUT RETURN SQUARE REQ. ENGINEERING NONE REQ. LAYOUTS NONE QUOTE LAYOUT CUTTING DATEBY S H I P T O , Valued Customer / Cash Sale S O L D T O SALES REP ORDER DATE REQ. QUOTE DATE DELIVERY DATE / / / / / /ORDER # QUOTE # TERMS SALES AREA CUSTOMER PO # CUSTOMER ACCT # INVOICE # 000000001 ORDERED BY SUPERINTENDENT JOBSITE PHONE # DATE OF INVOICE B0767-17 Pettingill Rexburg / / PAGE 2 SPECIAL INSTRUCTIONS: DELIVERY INSTRUCTIONS: JOB NAME: MODEL: TAG: Kenneth Square 4-plex BUILDING DEPARTMENT N/A JOB CATEGORY:Residential LOT # SUBDIV: DATE05/04/17 Rexburg, ID Non-Itemized QUOTE Estimate / / / / / / ACCEPTED BY BUYER PURCHASER: BY: TITLE: ADDRESS: PHONE: DATE: ACCEPTED BY SELLER BY: TITLE: DATE OF ACCEPTANCE: SUB-TOTAL GRAND TOTAL SALES TAX 6.000 % DELIVERY $205.47 $3,424.53 $3,630.00 INCLUDED Prices are only good for 30 days. All orders will be adjusted for current lumber costs at time of production if beyond 30 days of bid or order date.