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Home My WebLink AboutTRUSS SPECS - M19-00155 - Craner - 9828 S 400 W - New SFRJob B0008-20 Truss A1G Truss Type GABLE Qty 2 Ply 1 Marsh Craner(DW1/6) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jan 6 13:13:03 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:5fEN3VSEeq2Ez9OvJSqdVszy3xJ-5Xt9gKlSSfWrSKZrwFGxdOO?OoGZsYuFNzfyeyzy2kk Scale = 1:72.8 T2 T3 T4 B1 W1 W2 B2 B1 W3 W2 T1 T1B3 W1 W4 W5 W4 ST2 ST2ST1 ST1 1 2 3 4 5 6 7 8 9 10 11 12 15 14 13 16 17 8x10 8x16 M18SHS 8x16 M18SHS 8x10 4x8 10x12 M18SHS 3x6 8x10 10x12 M18SHS 4x8 3x6 3x6 3x6 4x4 19-6-02- 1 0 - 4 8- 1 - 1 4 4-4-4 4-4-4 11-0-13 6-8-9 17-5-3 6-4-6 24-1-12 6-8-9 28-6-0 4-4-4 -2-0-0 2-0-0 2-5-10 2-5-10 4-4-4 1-10-10 8-11-1 4-6-13 9-11-6 1-0-5 11-0-13 1-1-7 17-5-3 6-4-6 18-6-10 1-1-7 19-6-15 1-0-5 24-1-12 4-6-13 26-0-6 1-10-10 28-6-0 2-5-10 30-6-0 2-0-0 0- 5 - 3 11 - 6 - 0 13 - 5 - 1 2 0- 5 - 3 11 - 6 - 0 12.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-15], [6:0-1-9,Edge], [7:0-1-9,Edge], [11:0-8-0,0-0-15], [13:0-6-0,Edge], [15:0-6-0,Edge], [18:0-1-11,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.39 0.89 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.51 0.01 0.00 (loc) 13-15 13-15 11 13-15 l/defl >659 >463 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 302 lb FT = 0% GRIP 137/130 137/130 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T2,T4: 2x10 DF SS BOT CHORD 2x8 DF SS *Except* B2,B3: 1-1/2X11-7/8 LP-LSL 1.75E WEBS 2x4 DF Stud/Std *Except* W3: 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, except 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 3-1-1 oc bracing. WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-3-0. (lb) - Max Horz2=235(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-258(LC 16), 11=-258(LC 16) Max Grav All reactions 250 lb or less at joint(s) except 2=826(LC 1), 15=1987(LC 18), 13=1978(LC 19), 11=825(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1025/19, 3-4=-872/29, 4-5=-1168/167, 5-6=-693/78, 6-7=-574/67, 7-8=-685/74, 8-9=-1169/167, 9-10=-866/24, 10-11=-1020/14 BOT CHORD 2-15=0/690, 14-15=0/664, 13-14=0/670, 11-13=0/686 WEBS 4-15=-779/148, 9-13=-792/150 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -2-1-4 to 0-10-12, Exterior(2) 0-10-12 to 11-0-13, Corner(3) 11-0-13 to 14-0-13 , Exterior(2) 14-0-13 to 17-5-3, Corner(3) 17-5-3 to 20-5-3, Exterior(2) 20-5-3 to 30-7-4 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) 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Ceiling dead load (7.0 psf) on member(s). 4-5, 8-9, 5-16, 16-17, 8-17; Wall dead load (5.0psf) on member(s).4-15, 9-13 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 lb uplift at joint 2 and 258 lb uplift at joint 11. 13) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Job B0008-20 Truss A1G Truss Type GABLE Qty 2 Ply 1 Marsh Craner(DW1/6) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jan 6 13:13:03 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:5fEN3VSEeq2Ez9OvJSqdVszy3xJ-5Xt9gKlSSfWrSKZrwFGxdOO?OoGZsYuFNzfyeyzy2kk NOTES- 15) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job B0008-20 Truss A2 Truss Type ATTIC Qty 31 Ply 1 Marsh Craner(DW1/6) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jan 6 13:13:04 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:5fEN3VSEeq2Ez9OvJSqdVszy3xJ-ZkRXugm5Dzei3U82UynAAbx3zBdabx_OcdOWAOzy2kj Scale = 1:71.8 T2 T3 T4 B1 W1 W2 B2 B1 W3 W2 T1 T1B3 W1 W4 W5 W4 1 2 3 4 5 6 7 8 9 10 11 12151413 16 17 18 19 20 21 22 23 8x10 8x16 M18SHS 8x16 M18SHS 8x10 4x8 10x10 7x8 10x10 10x10 4x8 3x6 3x6 7x8 2x4 4x4 19-6-0 2- 1 0 - 4 8- 1 - 1 4 4-4-4 4-4-4 11-0-13 6-8-9 17-5-3 6-4-6 24-1-12 6-8-9 28-6-0 4-4-4 -2-0-0 2-0-0 2-5-10 2-5-10 4-4-4 1-10-10 8-11-1 4-6-13 9-11-6 1-0-5 11-0-13 1-1-7 17-5-3 6-4-6 18-6-10 1-1-7 19-6-15 1-0-5 24-1-12 4-6-13 26-0-6 1-10-10 28-6-0 2-5-10 30-6-0 2-0-0 0- 5 - 3 11 - 6 - 0 13 - 5 - 1 2 0- 5 - 3 11 - 6 - 0 12.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-15], [4:0-1-0,0-4-4], [6:0-1-9,Edge], [7:0-1-9,Edge], [9:0-1-4,0-4-8], [11:0-8-0,0-0-15], [13:0-4-12,0-4-0], [15:0-4-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.85 0.71 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.63 -0.95 0.05 0.05 (loc) 13-15 13-15 11 13-15 l/defl >532 >354 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 296 lb FT = 0% GRIP 137/130 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T2,T4: 2x10 DF SS BOT CHORD 2x8 DF SS *Except* B2,B3: 1-1/2X11-7/8 LP-LSL 1.75E WEBS 2x4 DF Stud/Std *Except* W2,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing. WEBS 2 Rows at 1/3 pts 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1942/0-5-8 (min. 0-2-7), 11=1942/0-5-8 (min. 0-2-7) Max Horz2=-235(LC 10) Max Grav2=2285(LC 18), 11=2285(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-3293/0, 3-18=-3195/0, 3-4=-3185/0, 4-19=-1712/6, 5-19=-1440/63, 5-6=-433/359, 6-20=-129/875, 20-21=-129/875, 7-21=-129/875, 7-8=-416/379, 8-22=-1445/62, 9-22=-1716/6, 9-10=-3178/0, 10-23=-3189/0, 11-23=-3287/0 BOT CHORD 2-15=0/2346, 14-15=0/1644, 13-14=0/1661, 11-13=0/2276 WEBS 3-15=-1269/0, 4-15=0/2526, 5-16=-2241/0, 16-17=-2211/0, 8-17=-2279/0, 9-13=0/2507, 10-13=-1252/0, 6-16=0/265, 6-17=-325/278, 7-17=0/310 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=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) -2-1-4 to 0-10-12, Interior(1) 0-10-12 to 11-0-13, Exterior(2) 11-0-13 to 15-3-11, Interior(1) 15-3-11 to 17-5-3, Exterior(2) 17-5-3 to 21-8-2, Interior(1) 21-8-2 to 30-7-4 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (7.0 psf) on member(s). 4-5, 8-9, 5-16, 16-17, 8-17; Wall dead load (5.0psf) on member(s).4-15, 9-13 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job B0008-20 Truss A3 Truss Type ATTIC Qty 2 Ply 4 Marsh Craner(DW1/6) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jan 6 13:13:05 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:5fEN3VSEeq2Ez9OvJSqdVszy3xJ-1w?v5?nj_HmZhejE2gIPjpTCbb1iKNJYqH83jrzy2ki Scale = 1:72.3 T2 T3 T2 B1W1W2 B1 W3 W2 T1 T1 W1 W4 W5 W4 1 2 3 4 5 6 7 8 9 10 11 12151413 16 17 18 19 20 21 22 23 8x10 9x10 M18SHS 9x10 M18SHS 8x10 6x8 10x18 MT20HS8x10 4x12 6x8 3x6 3x6 4x12 8x10 2x4 4x4 19-6-0 2- 1 0 - 4 8- 1 - 1 4 4-4-4 4-4-4 11-0-13 6-8-9 17-5-3 6-4-6 24-1-12 6-8-9 28-6-0 4-4-4 -2-0-0 2-0-0 2-5-10 2-5-10 4-4-4 1-10-10 8-11-1 4-6-13 9-11-6 1-0-5 11-0-13 1-1-7 17-5-3 6-4-6 18-6-10 1-1-7 19-6-15 1-0-5 24-1-12 4-6-13 26-0-6 1-10-10 28-6-0 2-5-10 30-6-0 2-0-0 0- 5 - 3 11 - 6 - 0 13 - 5 - 1 2 0- 5 - 3 11 - 6 - 0 12.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-15], [4:0-10-12,0-1-0], [6:0-1-6,Edge], [7:0-1-6,Edge], [9:0-10-12,0-1-0], [11:0-1-15,0-3-0], [13:0-3-8,0-6-0], [15:0-3-8,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 7-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.92 0.46 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -0.77 0.02 0.04 (loc) 13-15 13-15 11 13-15 l/defl >665 >438 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18SHS Weight: 1291 lb FT = 0% GRIP 137/130 110/93 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T2: 2x10 DF SS BOT CHORD 1-1/2X11-7/8 LP-LSL 1.75E WEBS 2x4 DF Stud/Std *Except* W2,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 7, 16, 17 REACTIONS.(lb/size) 2=6805/0-5-8 (min. 0-1-8), 11=6805/0-5-8 (min. 0-1-8) Max Horz2=-823(LC 10) Max Grav2=8038(LC 18), 11=8038(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/489, 2-18=-12429/0, 3-18=-12101/0, 3-4=-12174/0, 4-19=-6139/0, 5-19=-5189/181, 5-6=-1466/1405, 6-20=-321/3338, 20-21=-321/3338, 7-21=-321/3338, 7-8=-1407/1480, 8-22=-5195/182, 9-22=-6146/0, 9-10=-12133/0, 10-23=-12061/0, 11-23=-12389/0, 11-12=0/489 BOT CHORD 2-15=0/9127, 14-15=0/6029, 13-14=0/6029, 11-13=0/8996 WEBS 3-15=-5227/0, 4-15=0/9894, 5-16=-8274/0, 16-17=-8163/0, 8-17=-8383/0, 9-13=0/9839, 10-13=-5187/0, 6-16=0/962, 6-17=-1007/850, 7-17=0/1085 NOTES- 1) 4-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, 2x10 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 1-1/2x11-7/8 - 3 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 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) Vasd=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) -2-1-4 to 0-10-12, Interior(1) 0-10-12 to 11-0-13, Exterior(2) 11-0-13 to 15-3-11, Interior(1) 15-3-11 to 17-5-3, Exterior(2) 17-5-3 to 21-8-2, Interior(1) 21-8-2 to 30-7-4 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 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) Ceiling dead load (7.0 psf) on member(s). 4-5, 8-9, 5-16, 16-17, 8-17; Wall dead load (5.0psf) on member(s).4-15, 9-13 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 Job B0008-20 Truss A3 Truss Type ATTIC Qty 2 Ply 4 Marsh Craner(DW1/6) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jan 6 13:13:05 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:5fEN3VSEeq2Ez9OvJSqdVszy3xJ-1w?v5?nj_HmZhejE2gIPjpTCbb1iKNJYqH83jrzy2ki NOTES- 12) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job B0008-20 Truss PB01 Truss Type Piggyback Qty 2 Ply 1 Marsh Craner(DW1/6) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jan 6 13:13:06 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:5fEN3VSEeq2Ez9OvJSqdVszy3xJ-W6YHILoLlauQJoIQbNpeF00a1?UY3wQh3xtcFHzy2kh Scale = 1:20.6 T1 T1 B1 ST1 12 3 45 6 4x4 2x4 2x4 2x4 6-4-6 6-4-6 3-2-3 3-2-3 6-4-6 3-2-3 0- 5 - 3 3- 0 - 1 1 0- 1 - 8 3- 1 - 1 5 0- 5 - 3 0- 1 - 8 12.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 22 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.(lb/size) 2=194/5-3-0 (min. 0-1-8), 4=194/5-3-0 (min. 0-1-8), 6=180/5-3-0 (min. 0-1-8) Max Horz2=-52(LC 10) Max Uplift2=-32(LC 12), 4=-32(LC 12) 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) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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 32 lb uplift at joint 2 and 32 lb uplift at joint 4. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job B0008-20 Truss PB02 Truss Type Piggyback Qty 31 Ply 1 Marsh Craner(DW1/6) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jan 6 13:13:06 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:5fEN3VSEeq2Ez9OvJSqdVszy3xJ-W6YHILoLlauQJoIQbNpeF00a1?UY3wQh3xtcFHzy2kh Scale = 1:20.6 T1 T1 B1 ST1 12 3 45 6 4x4 2x4 2x4 2x4 6-4-6 6-4-6 3-2-3 3-2-3 6-4-6 3-2-3 0- 5 - 3 3- 0 - 1 1 0- 1 - 8 3- 1 - 1 5 0- 5 - 3 0- 1 - 8 12.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 22 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.(lb/size) 2=194/5-3-0 (min. 0-1-8), 4=194/5-3-0 (min. 0-1-8), 6=180/5-3-0 (min. 0-1-8) Max Horz2=-52(LC 10) Max Uplift2=-32(LC 12), 4=-32(LC 12) 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) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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 32 lb uplift at joint 2 and 32 lb uplift at joint 4. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job B0008-20 Truss PB03 Truss Type Piggyback Qty 2 Ply 3 Marsh Craner(DW1/6) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jan 6 13:13:07 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:5fEN3VSEeq2Ez9OvJSqdVszy3xJ-_J6fWhpzWu0Hwytc95KtoEZmuPq9oN?rIbdAnjzy2kg Scale = 1:20.6 T1 T1 B1 ST1 12 3 45 6 4x4 2x4 2x4 2x4 6-4-6 6-4-6 3-2-3 3-2-3 6-4-6 3-2-3 0- 5 - 3 3- 0 - 1 1 0- 1 - 8 3- 1 - 1 5 0- 5 - 3 0- 1 - 8 12.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.01 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 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. REACTIONS.(lb/size) 2=194/5-3-0 (min. 0-1-8), 4=194/5-3-0 (min. 0-1-8), 6=180/5-3-0 (min. 0-1-8) Max Horz2=-52(LC 10) Max Uplift2=-32(LC 12), 4=-32(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 3-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: 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) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Gable requires continuous bottom chord bearing. 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 32 lb uplift at joint 2 and 32 lb uplift at joint 4. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard