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HomeMy WebLinkAboutTRUSSES - 19-00625 - 545 Henderson St - Kirkpatrick New SFRJob KIRKPATRICK Truss A1 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:02 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-?9aVGMEF3PZsPFYMxHeKyoJhiJ5fXsBnjpEnuXyXgGB Scale = 1:72.5 T2 T3 T2 B1 ST13ST13ST12ST11ST10ST9ST8ST7ST6ST5ST4ST3ST2ST1 ST13ST12ST11ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 B1 T1 T1 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AG BH BG BF BE BD BC BB BA AZ AY AX AW AV AU AT AS AR AQ AP AO AN AM AL AK AJ AI AH 3x6 3x6 3x6 5x6 5x6 5x6 3x6 37-6-0 37-6-0 -1-6-0 1-6-0 16-10-8 16-10-8 20-7-8 3-9-0 37-6-0 16-10-8 39-0-0 1-6-0 0- 4 - 7 11 - 7 - 7 0- 4 - 7 11 - 7 - 7 8.00 12 Plate Offsets (X,Y)-- [B:0-3-9,0-1-8], [I:0-3-0,0-3-0], [O:0-3-0,0-0-2], [S:0-3-0,0-0-2], [Y:0-3-0,0-3-0], [AF:0-3-9,0-1-8], [AU:0-3-0,0-3-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.16 0.08 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) AG AG AF l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 345 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST13,ST12,ST11,ST10,ST9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt Q-AU, P-AV, N-AW, M-AX, L-AY, R-AT, T-AS , U-AR, V-AQ MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 37-6-0. (lb) - Max HorzB=-322(LC 10) Max Uplift All uplift 100 lb or less at joint(s) AF, AU, AV, AW, AX, AY, AZ, BA, BB, BC, BD, BE, BF, BG, BH, AT, AR, AQ, AP, AO, AN, AM, AL, AK, AJ, AI, AH except B=-111(LC 8) Max Grav All reactions 250 lb or less at joint(s) AU, AV, AW, AX, AY, AZ, BA, BB, BC, BD, BE, BF, BG, BH, AT, AS, AR, AQ, AP, AO, AN, AM, AL, AK, AJ, AI, AH except AF=294(LC 1), B=294(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-297/246, C-D=-259/233, L-M=-211/268, M-N=-252/307, N-O=-244/296, O-P=-231/285, P-Q=-231/285, Q-R=-231/285, R-S=-231/285, S-T=-244/296, T-U=-252/307, U-V=-211/259 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) AF, AU, AV, AW, AX, AY, AZ, BA, BB, BC, BD, BE, BF, BG, BH, AT, AR, AQ, AP, AO, AN, AM, AL, AK, AJ, AI, AH except (jt=lb) B=111. 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 KIRKPATRICK Truss A2 Truss Type COMMON Qty 11 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:04 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-xXiGg1GVa1pafZhl3igo1DP_l7f7?ih4A7juzQyXgG9 Scale = 1:71.7 T2 T3 T2 B3 W5 W4 W3 W2 W1 W2 W3 W4 W5 B1 B2 T1T1 A B C D E F G H I J N M L KO P Q R 5x8 5x6 6x8 5x8 5x8 4x6 3x4 1.5x4 6x8 3x4 1.5x4 4x6 8-5-4 8-5-4 16-10-8 8-5-4 20-7-8 3-9-0 29-0-12 8-5-4 37-6-0 8-5-4 -1-6-0 1-6-0 5-7-8 5-7-8 11-3-0 5-7-8 16-10-8 5-7-8 20-7-8 3-9-0 26-3-0 5-7-8 31-10-8 5-7-8 37-6-0 5-7-8 39-0-0 1-6-0 0- 4 - 7 11 - 7 - 7 0- 4 - 7 11 - 7 - 7 8.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [D:0-4-0,0-3-0], [E:0-3-0,0-2-3], [F:0-4-0,0-1-9], [G:0-4-0,0-3-0], [I:0-0-0,0-0-4], [K:0-4-0,0-3-0], [M:0-2-8,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.38 0.52 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.44 0.12 0.07 (loc) K-L K-L I M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 220 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W5: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-8 oc bracing. WEBS 1 Row at midpt D-M, F-M, G-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1967/0-5-8 (min. 0-2-2), B=1967/0-5-8 (min. 0-2-2) Max HorzB=322(LC 11) Max UpliftI=-364(LC 13), B=-364(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2824/640, C-D=-2548/655, D-E=-1919/593, E-F=-1473/548, F-G=-1910/589, G-H=-2549/655, H-I=-2825/640 BOT CHORD B-N=-482/2224, N-O=-314/1878, O-P=-314/1878, M-P=-314/1878, L-M=-84/1470, L-Q=-258/1878, Q-R=-258/1878, K-R=-258/1878, I-K=-408/2210 WEBS C-N=-329/216, D-N=-104/488, D-M=-715/323, E-M=-183/641, F-M=-285/295, F-L=-205/696, G-L=-722/324, G-K=-104/492, H-K=-328/216 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=364, B=364. 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 KIRKPATRICK Truss A3 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:04 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-xXiGg1GVa1pafZhl3igo1DP_h7f7?ig4A7juzQyXgG9 Scale = 1:70.8 T2 T3 T2 B3 W5 W4 W3 W2 W1 W2 W3 W4 W5 B2B1 T1 T4 A B C D E F G H I M L K JN O P Q 5x8 5x6 6x8 5x8 5x8 4x6 3x4 1.5x4 6x8 3x4 1.5x4 4x6 8-5-4 8-5-4 16-10-8 8-5-4 20-7-8 3-9-0 29-0-12 8-5-4 37-6-0 8-5-4 5-7-8 5-7-8 11-3-0 5-7-8 16-10-8 5-7-8 20-7-8 3-9-0 26-3-0 5-7-8 31-10-8 5-7-8 37-6-0 5-7-8 39-0-0 1-6-0 0- 4 - 7 11 - 7 - 7 0- 4 - 7 11 - 7 - 7 8.00 12 Plate Offsets (X,Y)-- [A:0-0-0,0-0-4], [C:0-4-0,0-3-0], [D:0-3-0,0-2-3], [E:0-4-0,0-1-9], [F:0-4-0,0-3-0], [H:0-0-0,0-0-4], [J:0-4-0,0-3-0], [L:0-2-8,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.38 0.52 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.44 0.12 0.08 (loc) J-K J-K H A-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W5: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. WEBS 1 Row at midpt C-L, E-L, F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1971/0-5-8 (min. 0-2-2), A=1811/0-5-8 (min. 0-1-15) Max HorzA=-313(LC 8) Max UpliftH=-365(LC 13), A=-314(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2855/655, B-C=-2578/670, C-D=-1926/598, D-E=-1479/553, E-F=-1917/595, F-G=-2556/660, G-H=-2831/645 BOT CHORD A-M=-497/2254, M-N=-320/1891, N-O=-320/1891, L-O=-320/1891, K-L=-86/1475, K-P=-262/1883, P-Q=-262/1883, J-Q=-262/1883, H-J=-412/2215 WEBS B-M=-346/224, C-M=-116/513, C-L=-726/329, D-L=-185/643, E-L=-285/297, E-K=-205/697, F-K=-722/324, F-J=-104/492, G-J=-328/216 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=365, A=314. 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 KIRKPATRICK Truss A4 Truss Type ROOF SPECIAL Qty 8 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:05 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-PkGeuNG7LKxRGjGxcQB1aRx8yX?Jk9xDPnTSVsyXgG8 Scale = 1:70.8 T2 T3 T2 B3 W5 W4 W3 W2 W1 W2 W3 W4 W5 B2B1 T1 T4 A B C D E F G H I M L K JN O P Q 5x8 5x6 6x8 5x8 5x8 4x6 3x4 1.5x4 6x8 3x4 1.5x4 4x6 8-5-4 8-5-4 16-10-8 8-5-4 20-7-8 3-9-0 29-0-12 8-5-4 37-6-0 8-5-4 5-7-8 5-7-8 11-3-0 5-7-8 16-10-8 5-7-8 20-7-8 3-9-0 26-3-0 5-7-8 31-10-8 5-7-8 37-6-0 5-7-8 39-0-0 1-6-0 0- 4 - 7 11 - 7 - 7 0- 4 - 7 11 - 7 - 7 8.00 12 Plate Offsets (X,Y)-- [A:0-0-0,0-0-4], [C:0-4-0,0-3-0], [D:0-3-0,0-2-3], [E:0-4-0,0-1-9], [F:0-4-0,0-3-0], [H:0-0-0,0-0-4], [J:0-4-0,0-3-0], [L:0-2-8,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.41 0.53 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.44 0.12 0.09 (loc) J-K J-K H A-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W5: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-5-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-3-2 oc bracing. WEBS 1 Row at midpt C-L, E-L, F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1979/0-5-8 (min. 0-2-2), A=1820/Mechanical Max HorzA=-313(LC 10) Max UpliftH=-366(LC 13), A=-317(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2915/669, B-C=-2631/681, C-D=-1944/602, D-E=-1494/556, E-F=-1931/598, F-G=-2570/663, G-H=-2845/648 BOT CHORD A-M=-510/2318, M-N=-325/1920, N-O=-325/1920, L-O=-325/1920, K-L=-88/1487, K-P=-265/1895, P-Q=-265/1895, J-Q=-265/1895, H-J=-415/2227 WEBS B-M=-386/233, C-M=-124/551, C-L=-746/332, D-L=-188/651, E-L=-281/305, E-K=-205/698, F-K=-722/324, F-J=-104/492, G-J=-328/216 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 = 7.0psf. 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) except (jt=lb) H=366, A=317. 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 KIRKPATRICK Truss A5 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:06 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-uwq05jHl6e3Iusr7A7iG6eUCUwGlTRfMdRC?1IyXgG7 Scale = 1:75.6 T2 T3 T2 B1 W8 W7 W6 W5 W4 W3 W1 W1 W3 W4 W5 W6 W7 W8 T1 T4 B2B1 W1 W2 W2 A B C D E F G H I J K L U T S R Q P O N M V W X Y Z AA AB AC AD 5x8 8x12 8x12 5x8 7x10 5x6 7x10 3x6 3x10 8x12 7x10 4x8 7x10 7x10 4x8 8x12 3x6 3x10 5x6 7x10 6x8 3x10 4-2-10 4-2-10 8-5-4 4-2-10 12-7-14 4-2-10 16-10-8 4-2-10 18-9-0 1-10-8 20-7-8 1-10-8 24-10-2 4-2-10 29-0-12 4-2-10 33-3-6 4-2-10 37-6-0 4-2-10 4-2-10 4-2-10 8-5-4 4-2-10 12-7-14 4-2-10 16-10-8 4-2-10 18-9-0 1-10-8 20-7-8 1-10-8 24-10-2 4-2-10 29-0-12 4-2-10 33-3-6 4-2-10 37-6-0 4-2-10 39-0-0 1-6-0 0- 4 - 7 11 - 7 - 7 0- 4 - 7 11 - 7 - 7 8.00 12 Plate Offsets (X,Y)-- [A:0-8-12,0-1-10], [A:0-0-13,Edge], [C:0-4-0,0-3-0], [E:0-2-5,Edge], [F:0-4-0,0-4-8], [G:Edge,0-3-8], [I:0-4-0,0-3-0], [K:0-0-13,Edge], [K:0-8-12,0-1-10], [N:0-3-8,0-4-0], [O:0-5-0,0-5-4], [P:0-5-0,0-4-8], [R:0-5-0,0-4-8], [S:0-5-0,0-5-4], [T:0-3-8,0-4-0] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.87 0.83 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.58 0.19 0.25 (loc) S-T S-T K S-T l/defl >999 >771 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 633 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T3: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W8,W7,W6,W5: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-9-2 oc bracing: A-U 8-10-1 oc bracing: T-U 9-8-1 oc bracing: S-T. REACTIONS.(lb/size) K=6175/0-5-8 (min. 0-3-5), A=9659/Mechanical Max HorzA=-311(LC 25) Max UpliftK=-1623(LC 9), A=-3238(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-15699/5148, B-C=-13911/4437, C-D=-11994/3717, D-E=-10092/2978, E-F=-8402/2549, F-G=-7846/2295, G-H=-9426/2675, H-I=-9683/2672, I-J=-10004/2678, J-K=-10101/2629 BOT CHORD A-V=-4399/12997, V-W=-4399/12997, U-W=-4399/12997, U-X=-4399/12997, X-Y=-4399/12997, T-Y=-4399/12997, T-Z=-3677/11466, Z-AA=-3677/11466, S-AA=-3677/11466, S-AB=-2977/9895, AB-AC=-2977/9895, R-AC=-2977/9895, Q-R=-2138/8227, P-Q=-2138/8227, P-AD=-1992/7968, O-AD=-1992/7968, N-O=-2038/8247, M-N=-2054/8205, K-M=-2054/8205 WEBS B-U=-723/1657, B-T=-1804/848, C-T=-1211/2823, C-S=-2648/1181, D-S=-1673/3741, D-R=-3354/1563, E-R=-1383/4500, G-P=-1203/4101, H-P=-744/344, H-O=-165/520, I-O=-479/223, J-N=-318/254, F-Q=-440/2634, F-P=-2718/1063, F-R=-892/1973 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 0-4-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-2-0 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 C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) K=1623, A=3238. 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 KIRKPATRICK Truss A5 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:06 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-uwq05jHl6e3Iusr7A7iG6eUCUwGlTRfMdRC?1IyXgG7 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 787 lb down and 364 lb up at 1-0-12, 787 lb down and 364 lb up at 3-0-12 , 787 lb down and 364 lb up at 5-0-12, 787 lb down and 364 lb up at 7-0-12, 787 lb down and 364 lb up at 9-0-12, 795 lb down and 367 lb up at 11-0-12, 795 lb down and 367 lb up at 13-0-12, 795 lb down and 367 lb up at 15-0-12, and 795 lb down and 367 lb up at 17-0-12, and 5138 lb down and 944 lb up at 18-7-8 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: A-E=-84, E-G=-84, G-L=-84, A-K=-14 Concentrated Loads (lb) Vert: R=-795(F) Q=-4922(F) V=-787(F) W=-787(F) X=-787(F) Y=-787(F) Z=-787(F) AA=-795(F) AB=-795(F) AC=-795(F) Job KIRKPATRICK Truss B1 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:08 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-qJxnWPJ?eFK07A?WIYlkB3ZXok5zxLCf5lh66ByXgG5 Scale = 1:71.2 W2 T1 T2 B1 W1 W1 W4 W2 ST1 ST2 W5 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20 ST21 ST22 ST23 ST24 ST25 ST26 T3 B2 HW2 W3 A B C D E F N M L K J I H G AZ BA 3x10 5x6 5x6 7x10 7x10 4x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8x12 6-7-7 6-7-7 12-11-6 6-3-15 18-7-0 5-7-10 25-9-0 7-2-0 6-7-7 6-7-7 12-11-6 6-3-15 18-5-4 5-5-14 25-9-0 7-3-12 27-3-0 1-6-0 11 - 3 - 7 0- 7 - 7 11 - 3 - 7 10.00 12 Plate Offsets (X,Y)-- [C:0-3-4,0-2-4], [E:0-2-0,0-2-8], [E:0-6-3,0-1-13], [E:0-2-0,0-0-0], [L:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 3-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.95 0.27 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.07 0.01 0.02 (loc) L-M L-M E L-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 355 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W5: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST2,ST7,ST9,ST16,ST17: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Right: 2x4 DF Stud/Std BRACING- TOP CHORD 5-10-6 oc bracing, except end verticals (Switched from sheeted: Spacing > 2-0-0). Except: 5-10-0 oc bracing: C-E 6-0-0 oc bracing: A-C 10-0-0 oc bracing: E-F BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt A-N, B-M, D-K, C-L REACTIONS.All bearings 7-5-8 except (jt=length) N=Mechanical. (lb) - Max HorzN=-726(LC 13) Max Uplift All uplift 100 lb or less at joint(s) J, I, E except N=-397(LC 8), K=-271(LC 13), H=-150(LC 20), G=-343(LC 13) Max Grav All reactions 250 lb or less at joint(s) J, I, H except N=1373(LC 1), K=1703(LC 1), K=1703(LC 1), G=513(LC 20), E=516(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-N=-1308/518, A-B=-589/232, B-C=-591/232, C-D=-938/268, D-E=-538/89 BOT CHORD N-AZ=-563/726, M-AZ=-563/726, M-BA=-187/738, L-BA=-187/738, K-L=-209/336, J-K=-215/340, I-J=-215/340, H-I=-215/340, G-H=-215/340, E-G=-215/340 WEBS A-M=-448/1133, D-L=-116/651, B-M=-944/374, D-K=-1545/409, C-L=-292/164 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 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 = 7.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) J, I, E except (jt=lb) N=397, K=271, H=150, G=343. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job KIRKPATRICK Truss B2 Truss Type COMMON GIRDER Qty 1 Ply 2 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:09 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-IVV9klJePZStlKairGGzkH6l?8Qdg?SpKPRfedyXgG4 Scale = 1:68.4 T1 T3 B1 W3 W4 W5 W3 W5 B2 B1 W1 W2 T2 T2 W4A B C D E F G H I J N M L K O 4x4 4x6 8x12 4x12 4x6 8x12 3x10 2x4 4x12 4x6 3x10 2x4 4x4 3x10 4x6 3x10 4x6 1.5x4 10-9-0 8- 1 - 1 4 3-8-2 3-8-2 7-4-4 3-8-2 18-4-12 11-0-8 22-0-14 3-8-2 25-9-0 3-8-2 3-8-2 3-8-2 7-4-4 3-8-2 10-7-3 3-2-15 12-10-8 2-3-5 15-1-13 2-3-5 18-4-12 3-2-15 22-0-14 3-8-2 25-9-0 3-8-2 27-3-0 1-6-0 0- 7 - 7 11 - 4 - 3 0- 7 - 7 10.00 12 Plate Offsets (X,Y)-- [A:0-0-0,0-0-7], [B:0-7-12,0-0-8], [C:0-9-14,Edge], [G:0-9-14,Edge], [H:0-7-12,0-0-8], [I:0-0-0,0-0-7], [L:0-6-0,Edge], [M:0-6-0,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 3-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.73 0.37 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.41 0.03 0.11 (loc) L-M L-M I M l/defl >999 >751 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 405 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* B2: 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W3,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD 6-0-0 oc bracing (Switched from sheeted: Spacing > 2-0-0). Except: 6-0-0 oc bracing: A-E, E-I 10-0-0 oc bracing: I-J BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): E, O REACTIONS.(lb/size) A=2108/Mechanical, I=2357/0-5-8 (min. 0-1-8) Max HorzA=-457(LC 10) Max UpliftA=-165(LC 12), I=-239(LC 13) Max GravA=2307(LC 20), I=2526(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-3410/394, B-C=-3061/307, C-D=-1831/365, D-E=-142/255, F-G=-1847/368, G-H=-3057/302, H-I=-3254/346 BOT CHORD A-N=-363/2892, M-N=-357/2891, L-M=0/1973, K-L=-111/2404, I-K=-111/2392 WEBS G-L=0/1578, H-L=-1050/437, H-K=-393/247, C-M=0/1608, B-N=-332/356, D-O=-2051/488, F-O=-2051/488, B-M=-1256/483 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x10 - 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 (5.0 psf) on member(s). C-D, F-G, D-O, F-O 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. L-M 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=165, I=239. 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Job KIRKPATRICK Truss B2 Truss Type COMMON GIRDER Qty 1 Ply 2 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:09 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-IVV9klJePZStlKairGGzkH6l?8Qdg?SpKPRfedyXgG4 NOTES- 13) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job KIRKPATRICK Truss B3 Truss Type COMMON Qty 6 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:09 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-IVV9klJePZStlKairGGzkH6hk8L4gzdpKPRfedyXgG4 Scale = 1:68.4 T1 T3 B1 W3W3 B2 B1 W1 W2 HW1 HW2 T2 T2 W5 W5W4W4A B C D E F G H I J N M L K O 4x6 8x12 4x12 4x8 8x12 7x10 4x8 4x6 3x10 4x8 3x10 4x8 1.5x4 4x6 4x12 3x10 1.5x4 1.5x4 10-9-0 8- 1 - 1 4 3-8-2 3-8-2 7-4-4 3-8-2 18-4-12 11-0-8 22-0-14 3-8-2 25-9-0 3-8-2 -1-6-0 1-6-0 3-8-2 3-8-2 7-4-4 3-8-2 10-7-3 3-2-15 12-10-8 2-3-5 15-1-13 2-3-5 18-4-12 3-2-15 22-0-14 3-8-2 25-9-0 3-8-2 27-3-0 1-6-0 0- 7 - 7 11 - 4 - 3 0- 7 - 7 10.00 12 Plate Offsets (X,Y)-- [A:0-0-5,0-0-6], [A:0-0-10,0-3-8], [B:0-9-0,0-1-8], [C:0-8-11,Edge], [G:0-9-14,Edge], [H:0-8-0,0-0-8], [I:0-0-5,0-0-6], [I:0-0-10,0-5-2] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 1.00 0.67 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.56 0.06 0.20 (loc) M L-M I M-N l/defl >908 >550 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2: 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W3,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std , Right: 2x6 DF SS or 1800F 1.6E BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1571/0-5-8 (min. 0-1-13), A=1405/Mechanical Max HorzA=-306(LC 8) Max UpliftI=-158(LC 13), A=-109(LC 12) Max GravI=1683(LC 21), A=1537(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2260/253, B-C=-1998/223, C-D=-1221/250, F-G=-1238/253, G-H=-1989/216, H-I=-2167/226 BOT CHORD A-N=-233/1900, M-N=-231/1900, L-M=0/1301, K-L=-70/1588, I-K=-70/1582 WEBS G-L=0/979, C-M=-7/1040, D-O=-1349/337, F-O=-1349/337, H-L=-690/276, B-M=-827/306 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Ceiling dead load (5.0 psf) on member(s). C-D, F-G, D-O, F-O 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. L-M 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=158, A=109. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job KIRKPATRICK Truss B4 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:10 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-mh3Xx5KGAtakNU9vPznCHUes?YhiPQMyY3ADA3yXgG3 Scale = 1:68.4 T1 T3 B1 W3W3 B2 B1 W1 W2 HW1 HW1 T2 T2 W5 W5W4W4A B C D E F G H I J N M L K O 4x6 8x12 4x12 4x8 8x12 4x12 4x8 4x6 3x10 4x8 3x10 4x8 1.5x4 4x6 4x12 4x12 1.5x4 1.5x4 10-9-0 8- 1 - 1 4 3-8-2 3-8-2 7-4-4 3-8-2 18-4-12 11-0-8 22-0-14 3-8-2 25-9-0 3-8-2 -1-6-0 1-6-0 3-8-2 3-8-2 7-4-4 3-8-2 10-7-3 3-2-15 12-10-8 2-3-5 15-1-13 2-3-5 18-4-12 3-2-15 22-0-14 3-8-2 25-9-0 3-8-2 27-3-0 1-6-0 0- 7 - 7 11 - 4 - 3 0- 7 - 7 10.00 12 Plate Offsets (X,Y)-- [A:0-0-5,0-0-6], [A:0-0-10,0-5-2], [B:0-9-0,0-1-8], [C:0-9-14,Edge], [G:0-9-14,Edge], [H:0-9-0,0-1-8], [I:0-0-5,0-0-6], [I:0-0-10,0-5-2] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.97 0.64 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.54 0.06 0.20 (loc) M L-M I M-N l/defl >949 >560 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 195 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2: 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W3,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x6 DF SS or 1800F 1.6E , Right: 2x6 DF SS or 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1562/0-5-8 (min. 0-1-13), A=1398/0-5-8 (min. 0-1-10) Max HorzA=-306(LC 10) Max UpliftI=-158(LC 13), A=-106(LC 12) Max GravI=1673(LC 21), A=1532(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2200/245, B-C=-1967/219, C-D=-1215/249, F-G=-1222/251, G-H=-1970/214, H-I=-2155/225 BOT CHORD A-N=-227/1824, M-N=-225/1825, L-M=0/1286, K-L=-69/1578, I-K=-68/1572 WEBS G-L=0/973, C-M=-2/1000, D-O=-1329/335, F-O=-1329/335, H-L=-696/277, B-M=-748/300 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Ceiling dead load (5.0 psf) on member(s). C-D, F-G, D-O, F-O 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. L-M 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=158, A=106. 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) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job KIRKPATRICK Truss B5 Truss Type COMMON Qty 5 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:11 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-Eudv8QLuxAia_ek5zgIRpiB2zx168tv6njwmiWyXgG2 Scale = 1:68.4 T1 T1 B1 W3W3 B2 B1 W1 W2 HW1 HW1 T2 T2 W5 W5W4W4 A B C D E F G H I J K O N M L P 4x6 4x6 8x12 4x12 4x8 8x12 4x12 4x8 4x6 3x10 4x8 3x10 4x8 1.5x4 3x10 3x10 1.5x4 1.5x4 10-9-0 8- 1 - 1 4 3-8-2 3-8-2 7-4-4 3-8-2 18-4-12 11-0-8 22-0-14 3-8-2 25-9-0 3-8-2 -1-6-0 1-6-0 3-8-2 3-8-2 7-4-4 3-8-2 10-7-3 3-2-15 12-10-8 2-3-5 15-1-13 2-3-5 18-4-12 3-2-15 22-0-14 3-8-2 25-9-0 3-8-2 27-3-0 1-6-0 0- 7 - 7 11 - 4 - 3 0- 7 - 7 10.00 12 Plate Offsets (X,Y)-- [B:0-0-5,0-0-6], [B:0-0-10,0-5-2], [C:0-8-0,0-0-8], [D:0-9-14,Edge], [H:0-9-14,Edge], [I:0-8-0,0-0-8], [J:0-0-5,0-0-6], [J:0-0-10,0-5-2] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.95 0.63 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.54 0.05 0.19 (loc) N M-N J N-O l/defl >966 >563 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 197 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2: 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W3,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x6 DF SS or 1800F 1.6E , Right: 2x6 DF SS or 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1557/0-5-8 (min. 0-1-13), J=1557/0-5-8 (min. 0-1-13) Max HorzB=-315(LC 10) Max UpliftB=-157(LC 12), J=-157(LC 13) Max GravB=1670(LC 20), J=1670(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2149/219, C-D=-1955/205, D-E=-1212/246, G-H=-1215/246, H-I=-1960/205, I-J=-2150/219 BOT CHORD B-O=-202/1774, N-O=-200/1776, M-N=0/1279, L-M=-64/1573, J-L=-64/1567 WEBS H-M=0/971, D-N=0/975, E-P=-1320/327, G-P=-1320/327, I-M=-698/277, C-N=-692/272 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Ceiling dead load (5.0 psf) on member(s). D-E, G-H, E-P, G-P 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. M-N 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=157, J=157. 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) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job KIRKPATRICK Truss B6 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:12 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-i4BHMmMWiUqRcnIHXOpgMvkP8LVqtNYF0NfJFyyXgG1 Scale = 1:69.3 T1 T1 B1 ST10ST9ST8ST7 ST6 ST5 ST4ST3ST2ST1 ST9 ST8 HW1 HW1B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 A B C D E F G H I J K L M N O P Q R S T U V W AP AO AN AM AL AK AJ AI AH AG AF AE AD AC AB AA Z Y X 4x4 4x6 5x6 4x6 25-9-0 25-9-0 -1-6-0 1-6-0 12-10-8 12-10-8 25-9-0 12-10-8 27-3-0 1-6-0 0- 7 - 7 11 - 4 - 3 0- 7 - 7 10.00 12 Plate Offsets (X,Y)-- [B:0-0-5,0-0-6], [B:0-0-10,0-3-8], [V:0-0-10,0-3-8], [V:0-0-5,0-0-6], [AG:0-3-0,0-3-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.16 0.09 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) W W V l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 230 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST10,ST9,ST8,ST7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt L-AG, K-AH, J-AI, M-AF, N-AE MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 25-9-0. (lb) - Max HorzB=-315(LC 10) Max Uplift All uplift 100 lb or less at joint(s) AG, AH, AI, AJ, AK, AL, AM, AN, AO, AP, AF, AE, V, AD, AC, AB, AA, Z, Y, X except B=-155(LC 8) Max Grav All reactions 250 lb or less at joint(s) AH, AI, AJ, AK, AL, AM, AN, AO, AP, AF, AE, AD, AC, AB, AA, Z, Y, X except B=349(LC 20), AG=261(LC 13), V=329(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-374/262, C-D=-290/223, K-L=-226/269, L-M=-226/269, U-V=-300/245 BOT CHORD B-AP=-181/268, AO-AP=-181/268, AN-AO=-181/268, AM-AN=-181/268, AL-AM=-181/268, AK-AL=-181/268, AJ-AK=-181/268, AI-AJ=-181/268, AH-AI=-181/268, AG-AH=-181/268, AF-AG=-181/268, AE-AF=-181/268, AD-AE=-181/268, AC-AD=-181/268, AB-AC=-181/268, AA-AB=-181/268, Z-AA=-181/268, Y-Z=-181/268, X-Y=-181/268, V-X=-181/268 WEBS L-AG=-266/195 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 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) AG, AH, AI, AJ, AK, AL, AM, AN, AO, AP, AF, AE, V, AD, AC, AB, AA, Z, Y, X except (jt=lb) B=155. 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 KIRKPATRICK Truss C1 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:13 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-AGlgZ6N8ToyIExtU45Kvu7GYYlojcpIOE0PtnOyXgG0 Scale: 1/4"=1' T1 T1 B1 W1 W2 W1 W2 ST10 ST8 ST9 ST6 ST7 ST4 ST5ST3 ST2 ST1 ST8 ST9 B2 ST6 ST7 ST4 ST5 ST3 ST2 ST1 A B C D E F GJIKAO AP H 4x6 2x4 4x4 5x6 3x4 3x4 3x4 4x4 1-8-8 1-8-8 7-0-0 5-3-8 14-0-0 7-0-0 19-3-8 5-3-8 21-0-0 1-8-8 -1-6-0 1-6-0 5-3-0 5-3-0 10-6-0 5-3-0 15-9-0 5-3-0 21-0-0 5-3-0 22-6-0 1-6-0 0- 4 - 7 7- 4 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [B:0-0-11,Edge], [D:0-2-0,0-0-0], [F:0-0-11,Edge], [I:0-3-0,0-3-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.31 0.30 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.19 0.03 0.03 (loc) I-J I-J F I-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-4-10 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 2-0-0 except (jt=length) K=0-3-8, H=0-3-8. (lb) - Max HorzB=-210(LC 10) Max Uplift All uplift 100 lb or less at joint(s) K, H except B=-224(LC 12), F=-226(LC 13) Max Grav All reactions 250 lb or less at joint(s) K, H except B=1028(LC 1), F=1028(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1452/339, C-D=-1250/388, D-E=-1250/388, E-F=-1452/339 BOT CHORD B-K=-243/1144, J-K=-243/1144, J-AO=-55/737, AO-AP=-55/737, I-AP=-55/737, H-I=-173/1103, F-H=-173/1103 WEBS D-I=-173/527, E-I=-393/241, D-J=-172/526, C-J=-393/241 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 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 = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) K, H except (jt=lb) B=224, F=226. 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 KIRKPATRICK Truss C2 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:14 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-fTJ2nSNmE549r5Sgeps8RKpjA98SLGaYTg8QJryXgG? Scale = 1:44.9 T1 T1 B2 W1 W2 W1 W2 B1 A B C D E F GIHJ K 4x6 5x6 3x4 1.5x4 3x4 1.5x4 3x4 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 -1-6-0 1-6-0 5-3-0 5-3-0 10-6-0 5-3-0 15-9-0 5-3-0 21-0-0 5-3-0 22-6-0 1-6-0 0- 4 - 7 7- 4 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [B:0-2-0,0-1-8], [F:0-2-0,0-1-8], [H:0-3-0,0-3-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.32 0.27 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.15 0.03 -0.03 (loc) H-I H-I F F-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-3-7 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) F=1160/0-3-0 (min. 0-1-8), B=1160/0-3-0 (min. 0-1-8) Max HorzB=-210(LC 10) Max UpliftF=-229(LC 13), B=-229(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1485/329, C-D=-1286/379, D-E=-1286/379, E-F=-1485/329 BOT CHORD B-I=-236/1162, I-J=-52/749, J-K=-52/749, H-K=-52/749, F-H=-163/1130 WEBS D-H=-170/545, E-H=-391/236, D-I=-170/545, C-I=-391/236 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=229, B=229. 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 KIRKPATRICK Truss C3 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:16 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-brQoC8P1mjKt5Pc2mEucWlu1Kyoyp6Jrx_cWNjyXgFz Scale = 1:72.7 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 B1 T1 T1 ST18 ST19 ST16 ST17 ST14 ST15 ST12 ST13 ST10 ST11 ST8 ST9ST6 ST7 ST4 ST5ST3ST2 ST1 ST18 ST19 ST16 ST17 ST14 ST15 ST12 ST13 ST10 ST11 ST8 ST9 ST6 ST7 ST4 ST5 ST3 ST2 ST1 A B C D E F G H I U T S R Q P O N M L K J BS BT BU BV 5x8 4x4 5x8 4x4 5x8 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-6-0 8-6-0 17-0-0 8-6-0 20-9-0 3-9-0 25-6-0 4-9-0 34-0-0 8-6-0 -1-6-0 1-6-0 5-8-0 5-8-0 11-4-0 5-8-0 17-0-0 5-8-0 22-8-0 5-8-0 28-4-0 5-8-0 34-0-0 5-8-0 35-6-0 1-6-0 0- 4 - 7 11 - 8 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [D:0-0-8,0-0-0], [D:0-4-0,0-3-0], [F:0-0-14,0-0-9], [F:0-4-0,0-3-0], [H:0-2-0,0-1-8], [T:0-4-0,0-3-0], [AE:0-3-7,0-2-0], [BG:0-3-7,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.40 0.39 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.28 0.03 -0.05 (loc) T-U T-U O B-U l/defl >999 >903 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 352 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST18: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt F-O, D-T MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-3-0 except (jt=length) B=0-3-0. (lb) - Max HorzB=-323(LC 10) Max Uplift All uplift 100 lb or less at joint(s) H, S, R, K, J except B=-264(LC 12), O=-399(LC 12) Max Grav All reactions 250 lb or less at joint(s) S, S, R, Q, P, N, M, L, K, J except B=1307(LC 1), O=1784(LC 1), H=377(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1714/385, C-D=-1430/398, D-E=-751/323, E-F=-751/323, F-G=-55/536, G-H=-220/283 BOT CHORD B-U=-350/1440, U-BS=-170/1034, BS-BT=-170/1034, T-BT=-170/1034, T-BU=-53/258, S-BU=-53/258, R-S=-53/258, Q-R=-53/258, Q-BV=-53/258, P-BV=-53/258, O-P=-53/258 WEBS E-T=-188/321, F-T=-71/596, F-O=-1557/374, G-O=-397/237, D-T=-739/329, D-U=-116/537, C-U=-373/228 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 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 = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) H, S, R, K, J except (jt=lb) B=264, O=399. 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 KIRKPATRICK Truss C4 Truss Type COMMON Qty 3 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:16 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-brQoC8P1mjKt5Pc2mEucWlu2pynUp1Jrx_cWNjyXgFz Scale = 1:71.7 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 B1 T1 T1 A B C D E F G H I L K JM N O P 5x8 4x4 5x8 4x6 5x8 3x4 1.5x4 3x4 1.5x4 4x6 8-6-0 8-6-0 17-0-0 8-6-0 25-6-0 8-6-0 34-0-0 8-6-0 -1-6-0 1-6-0 5-8-0 5-8-0 11-4-0 5-8-0 17-0-0 5-8-0 22-8-0 5-8-0 28-4-0 5-8-0 34-0-0 5-8-0 35-6-0 1-6-0 0- 4 - 7 11 - 8 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [D:0-4-0,0-3-0], [F:0-4-0,0-3-0], [H:Edge,0-0-4], [K:0-4-0,0-3-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.37 0.49 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.34 0.10 0.07 (loc) J-K J-K H K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 180 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-10-14 oc bracing. WEBS 1 Row at midpt F-K, D-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1796/0-5-8 (min. 0-1-15), H=1796/0-5-8 (min. 0-1-15) Max HorzB=-323(LC 10) Max UpliftB=-344(LC 12), H=-344(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2525/565, C-D=-2247/579, D-E=-1608/511, E-F=-1608/511, F-G=-2247/579, G-H=-2525/565 BOT CHORD B-L=-455/2064, L-M=-283/1699, M-N=-283/1699, K-N=-283/1699, K-O=-190/1622, O-P=-190/1622, J-P=-190/1622, H-J=-346/1966 WEBS E-K=-397/1187, F-K=-708/326, F-J=-110/484, G-J=-341/219, D-K=-708/326, D-L=-110/484, C-L=-341/219 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=344, H=344. 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 KIRKPATRICK Truss C5 Truss Type Common Girder Qty 1 Ply 3 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:17 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-31_APUQfX0SkiZBFJxPr3zR39M0MYUd_9eM3v9yXgFy Scale = 1:70.0 T2 T2 B1 W1 W2 W3 W4 W5 W6 W7 W2W3 W4W5 W6W7 T1 T1 B1B2 A B C D E F G H I P O N M L K J Q R S T U V W X Y 6x8 8x12 6x8 5x6 7x10 8x12 12x12 5x8 8x12 6x8 4x6 3x10 5x8 6x8 4x6 3x10 5x6 7x10 4-3-0 4-3-0 8-6-0 4-3-0 12-9-0 4-3-0 17-0-0 4-3-0 21-3-0 4-3-0 25-6-0 4-3-0 29-9-0 4-3-0 34-0-0 4-3-0 4-3-0 4-3-0 8-6-0 4-3-0 12-9-0 4-3-0 17-0-0 4-3-0 21-3-0 4-3-0 25-6-0 4-3-0 29-9-0 4-3-0 34-0-0 4-3-0 0- 4 - 7 11 - 8 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [A:0-8-12,0-1-10], [A:0-0-13,Edge], [E:0-2-5,Edge], [I:0-8-12,0-1-10], [I:0-0-13,Edge], [K:0-3-8,0-4-4], [L:0-6-0,Edge], [N:0-6-0,Edge], [O:0-3-8,0-4-4] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.97 0.90 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.37 -0.62 0.18 0.25 (loc) M-N M-N I M-N l/defl >999 >648 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 725 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W1,W2,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) A=15969/0-5-8 (req. 0-5-11), I=9060/0-5-8 (min. 0-3-4) Max HorzA=-295(LC 4) Max UpliftA=-3910(LC 8), I=-2523(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-24808/6186, B-C=-21636/5622, C-D=-18312/5013, D-E=-14825/4393, E-F=-14824/4392, F-G=-15093/4366, G-H=-15360/4361, H-I=-15397/4293 BOT CHORD A-Q=-5216/20317, Q-R=-5216/20317, P-R=-5216/20317, P-S=-5216/20317, S-T=-5216/20317, O-T=-5216/20317, O-U=-4687/17887, U-V=-4687/17887, N-V=-4687/17887, N-W=-4071/15144, W-X=-4071/15144, M-X=-4071/15144, M-Y=-3445/12460, L-Y=-3445/12460, K-L=-3484/12725, J-K=-3458/12552, I-J=-3458/12552 WEBS E-M=-4731/15930, F-M=-749/235, F-L=-101/517, G-L=-503/199, G-K=-28/265, H-K=-385/451, D-M=-6374/1437, D-N=-1514/7308, C-N=-4623/1038, C-O=-1027/5191, B-O=-2860/619, B-P=-620/3381 NOTES- 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 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 = 7.0psf. 8) WARNING: Required bearing size at joint(s) A greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=3910, I=2523. 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 KIRKPATRICK Truss C5 Truss Type Common Girder Qty 1 Ply 3 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:17 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-31_APUQfX0SkiZBFJxPr3zR39M0MYUd_9eM3v9yXgFy NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1621 lb down and 330 lb up at 1-0-12, 1620 lb down and 331 lb up at 3-0-12, 1620 lb down and 331 lb up at 5-0-12, 1620 lb down and 331 lb up at 7-0-12, 1620 lb down and 331 lb up at 9-0-12, 1620 lb down and 331 lb up at 11-0-12, 1620 lb down and 331 lb up at 13-0-12, and 1620 lb down and 331 lb up at 15-0-12, and 8779 lb down and 3245 lb up at 17-0-0 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: A-E=-84, E-I=-84, A-I=-14 Concentrated Loads (lb) Vert: M=-8779(B) Q=-1621(B) R=-1620(B) S=-1620(B) T=-1620(B) U=-1620(B) V=-1620(B) W=-1620(B) X=-1620(B) Job KIRKPATRICK Truss D1 Truss Type JACK-CLOSED Qty 5 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:18 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-XEYZcqQHHKabKimRtfw4bA_NWmTaH3D7OI6dRcyXgFx Scale = 1:65.9 T2 W1 B1 W4 W3 W2 T1 A B C D E G FH I 5x8 2x4 3x6 3x4 3x4 1.5x4 8-5-4 8-5-4 16-10-8 8-5-4 -1-6-0 1-6-0 5-7-8 5-7-8 11-3-0 5-7-8 16-10-8 5-7-8 0- 4 - 7 11 - 7 - 7 8.00 12 Plate Offsets (X,Y)-- [B:0-2-0,0-1-8], [D:0-4-0,0-3-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.36 0.38 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.31 0.02 -0.04 (loc) F-G F-G F B-G l/defl >999 >649 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-F, D-F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) F=800/Mechanical, B=969/0-5-8 (min. 0-1-8) Max HorzB=492(LC 12) Max UpliftF=-350(LC 12), B=-95(LC 12) Max GravF=871(LC 19), B=969(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1097/5, C-D=-819/18 BOT CHORD B-G=-375/851, G-H=-197/451, H-I=-197/451, F-I=-197/451 WEBS C-G=-362/229, D-G=-111/536, D-F=-742/328 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, with BCDL = 7.0psf. 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) B except (jt=lb) F=350. 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 KIRKPATRICK Truss D2 Truss Type Jack-Closed Qty 4 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:18 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-XEYZcqQHHKabKimRtfw4bA_NamUcH3A7OI6dRcyXgFx Scale = 1:65.3 T2 W1 B1 W4 W3 W2 T1 A B C D F EG H 5x8 2x4 3x6 3x4 3x4 1.5x4 8-5-4 8-5-4 16-10-8 8-5-4 5-7-8 5-7-8 11-3-0 5-7-8 16-10-8 5-7-8 0- 4 - 7 11 - 7 - 7 8.00 12 Plate Offsets (X,Y)-- [A:0-2-0,0-1-8], [C:0-4-0,0-3-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.35 0.38 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.30 0.02 0.05 (loc) E-F E-F E A-F l/defl >999 >655 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-E, C-E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=808/Mechanical, A=808/0-5-8 (min. 0-1-8) Max HorzA=457(LC 12) Max UpliftE=-353(LC 12), A=-43(LC 12) Max GravE=879(LC 19), A=808(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1120/15, B-C=-840/27 BOT CHORD A-F=-387/876, F-G=-200/457, G-H=-200/457, E-H=-200/457 WEBS B-F=-380/237, C-F=-123/560, C-E=-752/333 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, with BCDL = 7.0psf. 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) A except (jt=lb) E=353. 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 KIRKPATRICK Truss D3 Truss Type Jack-Closed Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:19 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-?Q6xqARv2eiSysLdRMRJ8OWYaAlN0NNHdyrA_2yXgFw Scale = 1:65.7 T2 W1 B1 W7 W6 W5 W4 W3 W2 T1 B2 A B C D E I H G FJ K L 6x8 1.5x4 4x6 4x8 7x10 3x10 3x10 5x8 8x12 4-2-10 4-2-10 8-5-4 4-2-10 12-7-14 4-2-10 16-10-8 4-2-10 4-2-10 4-2-10 8-5-4 4-2-10 12-7-14 4-2-10 16-10-8 4-2-10 0- 4 - 7 11 - 7 - 7 8.00 12 Plate Offsets (X,Y)-- [A:0-2-7,0-2-1], [G:0-3-8,0-4-0], [H:0-5-0,0-4-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.34 0.67 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.19 0.04 0.05 (loc) H-I H-I F H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 254 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W7,W6,W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-F, D-F REACTIONS.(lb/size) F=4936/Mechanical, A=6352/0-5-8 (min. 0-3-10) Max HorzA=454(LC 8) Max UpliftF=-930(LC 8), A=-558(LC 8) Max GravF=5152(LC 2), A=6779(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-8309/649, B-C=-5498/403, C-D=-2540/152 BOT CHORD A-J=-925/6784, I-J=-925/6784, I-K=-925/6784, H-K=-925/6784, H-L=-610/4510, G-L=-610/4510, F-G=-283/2013 WEBS B-I=-218/2913, B-H=-2723/377, C-H=-431/4622, C-G=-4079/535, D-G=-552/5288, D-F=-4688/657 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=930, A=558. 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) 1400 lb down and 119 lb up at 0-2-12, 1395 lb down and 123 lb up at 2-5-4, 1395 lb down and 123 lb up at 4-5-4, 1395 lb down and 123 lb up at 6-5-4, 1395 lb down and 123 lb up at 8-5-4, 1395 lb down and 123 lb up at 10-5-4, and 1395 lb down and 124 lb up at 12-5-4, and 830 lb down and 274 lb up at 16-8-12 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 KIRKPATRICK Truss D3 Truss Type Jack-Closed Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:19 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-?Q6xqARv2eiSysLdRMRJ8OWYaAlN0NNHdyrA_2yXgFw LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-E=-84, A-F=-14 Concentrated Loads (lb) Vert: F=-812(F) A=-1270(F) H=-1265(F) I=-1265(F) G=-1265(F) J=-1265(F) K=-1265(F) L=-1265(F) Job KIRKPATRICK Truss E1 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:20 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-TcgJ1VSXpxqJa0wq?3yYhb3lmaCFl?IQrcbjWUyXgFv Scale = 1:27.3 T1 T2 B1 W1 HW1 HW2 A B C D E 4x4 4x4 1.5x4 4x4 3-11-4 3-11-4 7-10-8 3-11-4 -1-6-0 1-6-0 3-11-4 3-11-4 7-10-8 3-11-4 0- 7 - 7 3- 1 0 - 1 3 0- 7 - 7 10.00 12 Plate Offsets (X,Y)-- [B:0-0-6,0-0-5], [B:0-3-8,0-0-10], [D:0-0-6,0-0-5], [D:0-5-2,0-0-10] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.25 0.24 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) B-E B-E D B-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std , Right: 2x6 DF SS or 1800F 1.6E BRACING- TOP CHORD Sheathed 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) B=529/0-3-0 (min. 0-1-8), D=352/0-5-8 (min. 0-1-8) Max HorzB=111(LC 9) Max UpliftB=-113(LC 12), D=-55(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-382/257, C-D=-340/248 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) B=113. 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 KIRKPATRICK Truss E2 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:20 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-TcgJ1VSXpxqJa0wq?3yYhb3lmaCFl?IQrcbjWUyXgFv Scale = 1:27.3 T1 T2 B1 W1 HW1 HW2 ST2 ST1 ST2 ST1 A B C D E 4x4 4x4 4x4 3-11-4 3-11-4 7-10-8 3-11-4 -1-6-0 1-6-0 3-11-4 3-11-4 7-10-8 3-11-4 0- 7 - 7 3- 1 0 - 1 3 0- 7 - 7 10.00 12 Plate Offsets (X,Y)-- [B:0-0-6,0-0-5], [B:0-3-8,0-0-10], [D:0-0-6,0-0-5], [D:0-3-9,0-0-10] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.25 0.24 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) B-E B-E D B-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF or DF-N No.1&Btr or 1800F 1. BRACING- TOP CHORD Sheathed 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) B=529/0-3-0 (min. 0-1-8), D=352/0-5-8 (min. 0-1-8) Max HorzB=111(LC 9) Max UpliftB=-113(LC 12), D=-55(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-382/257, C-D=-340/248 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 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) D except (jt=lb) B=113. 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 KIRKPATRICK Truss PB01 Truss Type Piggyback Qty 21 Ply 1 Job Reference (optional) Run: 8.310 s Aug 13 2019 Print: 8.310 s Aug 13 2019 MiTek Industries, Inc. Wed Oct 2 08:40:21 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OzgD_eWu8KhAyTdy83aFdcyYY31-xpEhFrT9aFyABAV0YnUnDpcz6zbpUTYa4GKH2xyXgFu Scale = 1:8.2 T1 T1 B1A B C D E 3x4 2x4 2x4 3-9-0 3-9-0 1-10-8 1-10-8 3-9-0 1-10-8 0- 4 - 7 1- 3 - 0 0- 1 - 8 0- 4 - 7 0- 1 - 8 8.00 12 Plate Offsets (X,Y)-- [C:0-2-0,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) D D D l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-9-0 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) B=151/2-3-2 (min. 0-1-8), D=151/2-3-2 (min. 0-1-8) Max HorzB=28(LC 11) Max UpliftB=-34(LC 12), D=-34(LC 13) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 100 lb uplift at joint(s) B, D. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard