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Home My WebLink AboutTRUSS SPECS - 20-00657 - 719 S 2470 W - New SFRJob 20-089872T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:40:57 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-ajFLKsD5KlACKMZCdBCFYHAei9hxrN0I1MQyI4ymtC4 Scale = 1:71.3 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4T1 T1 B1B2B2 ST13 ST14 ST11 ST12 ST9 ST10 ST7 ST8 ST6 ST4 ST5 ST3ST2 ST1 ST13 ST14 ST11 ST12 ST9 ST10 ST7 ST8 ST6 ST4 ST5 ST3 ST2 ST1 A B C D E F G H I L K J BE BF BG BH BI BJ BK BL 5x6 5x6 5x8 2x4 5x8 3x4 5x8 4x5 5x8 3x4 5x8 5x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 40-0-0 10-0-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 41-0-0 1-0-0 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-4-0,0-3-0], [G:0-4-0,0-3-0], [H:0-1-11,Edge], [J:0-2-0,0-2-0], [J:0-4-0,0-3-0], [K:0-4-0,0-3-4], [L:0-4-0,0-3-0], [L:0-1-8,0-0-3] 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-SH 0.62 0.68 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.56 0.16 0.13 (loc) J-K J-K H K l/defl >999 >851 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 303 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 BRACING- TOP CHORD Sheathed or 2-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-6 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=2046/0-5-8 (min. 0-2-3), H=2046/0-5-8 (min. 0-2-3) Max Horz B=194(LC 11) Max UpliftB=-354(LC 12), H=-354(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BE=-3665/1152, C-BE=-3556/1170, C-D=-3267/1107, D-BF=-2293/892, E-BF=-2155/903, E-BG=-2155/903, F-BG=-2293/892, F-G=-3267/1107, G-BH=-3556/1170, H-BH=-3665/1152 BOT CHORD B-L=-900/3150, L-BI=-652/2567, BI-BJ=-652/2567, K-BJ=-652/2567, K-BK=-657/2567, BK-BL=-657/2567, J-BL=-657/2567, H-J=-906/3150 WEBS E-K=-499/1418, F-K=-927/426, F-J=-130/580, G-J=-488/281, D-K=-927/426, D-L=-130/580, C-L=-488/281 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=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-13 to 1-11-3, Exterior(2) 1-11-3 to 20-0-0, Corner(3) 20-0-0 to 23-0-0, Exterior(2) 23-0-0 to 41-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=354, H=354. 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. LOAD CASE(S) Standard Job 20-089872T Truss A2 Truss Type Common Qty 6 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:40:59 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-W6N6lYFLsNQvafiakbEjeiF_CzMPJMTbUgv3NzymtC2 Scale = 1:67.1 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4T1 T1 B1B2B2AB C D E F G H I L K J M N O P Q R S T 5x6 5x6 5x8 5x8 3x4 5x8 5x8 3x4 5x8 5x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 40-0-0 10-0-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 41-0-0 1-0-0 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-4-0,0-3-0], [G:0-4-0,0-3-0], [H:0-1-11,Edge], [J:0-4-0,0-3-0], [K:0-4-0,0-3-4], [L: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.68 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.56 0.16 0.12 (loc) J-K J-K H K l/defl >999 >851 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 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 2-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-8 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=2046/0-5-8 (min. 0-2-3), H=2046/0-5-8 (min. 0-2-3) Max Horz B=-194(LC 10) Max UpliftB=-354(LC 12), H=-354(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-3665/613, C-M=-3556/636, C-D=-3267/604, D-N=-2293/503, E-N=-2155/514, E-O=-2155/514, F-O=-2293/503, F-G=-3267/604, G-P=-3556/636, H-P=-3665/613 BOT CHORD B-L=-466/3150, L-Q=-315/2567, Q-R=-315/2567, K-R=-315/2567, K-S=-326/2567, S-T=-326/2567, J-T=-326/2567, H-J=-477/3150 WEBS E-K=-269/1418, F-K=-927/257, F-J=-49/580, G-J=-488/182, D-K=-927/257, D-L=-50/580, C-L=-488/182 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=25ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2) 20-0-0 to 23-0-0, Interior(1) 23-0-0 to 41-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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=354, H=354. 6) 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. LOAD CASE(S) Standard Job 20-089872T Truss A3 Truss Type Common Qty 9 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:00 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-_IxUyuGzdgYmBpHnIJlyAwo8BMif2pdljKfcvPymtC1 Scale = 1:66.7 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4T1 T3 B1B2B2AB C D E F G H K J I L M N O P Q R S 5x6 5x6 5x8 5x8 3x4 5x8 5x8 3x4 5x8 5x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 40-0-0 10-0-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-4-0,0-3-4], [G:0-4-0,0-3-4], [H:0-1-11,Edge], [I:0-4-0,0-3-0], [J:0-4-0,0-3-4], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.68 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.56 0.16 0.13 (loc) J-K J-K H J l/defl >999 >848 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 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 2-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-11 oc bracing. WEBS 1 Row at midpt F-J, D-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2048/0-5-8 (min. 0-2-3), H=1936/0-5-8 (min. 0-2-1) Max Horz B=193(LC 11) Max UpliftB=-355(LC 12), H=-301(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-L=-3669/614, C-L=-3560/637, C-D=-3271/605, D-M=-2296/503, E-M=-2159/515, E-N=-2158/520, F-N=-2296/508, F-G=-3282/627, G-O=-3566/665, H-O=-3658/651 BOT CHORD B-K=-494/3153, K-P=-344/2570, P-Q=-344/2570, J-Q=-344/2570, J-R=-341/2574, R-S=-341/2574, I-S=-341/2574, H-I=-510/3169 WEBS E-J=-274/1421, F-J=-932/258, F-I=-68/590, G-I=-497/198, D-J=-927/257, D-K=-50/580, C-K=-488/182 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=25ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2) 20-0-0 to 23-0-0, Interior(1) 23-0-0 to 39-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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=355, H=301. 6) 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. LOAD CASE(S) Standard Job 20-089872T Truss A4 Truss Type Common Qty 8 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:02 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-wg3ENaHD8IoUR7R9PknQFLtWKASZWfs1Ae8jzIymtC? Scale = 1:66.8 T2 T3 B1 W7 W5 W3 W1 W2 W4 W6 W8 T1 T4 B4B3B2AB C D E F G H L K J I M N O P Q R S 5x6 5x8 3x6 5x8 5x8 3x4 5x8 3x4 5x6 1.5x4 3x6 10-0-0 10-0-0 18-9-4 8-9-4 26-8-0 7-10-12 33-4-0 6-8-0 40-0-0 6-8-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [C:0-4-0,0-3-0], [G:0-4-0,0-3-0], [H:0-2-8,0-1-8], [J:0-3-0,0-3-0], [K:0-4-0,0-3-0], [L: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.40 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.31 0.02 0.04 (loc) B-L B-L H H-I l/defl >999 >729 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 193 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* W7,W4,W8: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-K, E-K, F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=620/0-5-8 (min. 0-1-8), K=2695/0-5-8 (min. 0-2-14), H=685/Mechanical Max Horz B=193(LC 11) Max UpliftB=-126(LC 12), K=-432(LC 12), H=-101(LC 12) Max GravB=777(LC 21), K=2695(LC 1), H=794(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-936/219, C-M=-829/249, C-D=-520/328, D-N=-46/883, E-N=-32/996, E-O=-4/829, F-O=-18/715, F-G=-507/225, G-P=-1164/181, H-P=-1280/167 BOT CHORD B-L=-195/734, L-Q=-386/150, Q-R=-386/150, K-R=-386/150, K-S=-185/345, J-S=-185/345, I-J=-83/1034, H-I=-82/1037 WEBS C-L=-544/193, D-L=-64/612, D-K=-920/258, E-K=-1232/187, F-K=-1019/249, F-J=-31/489, G-J=-784/209 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=25ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2) 20-0-0 to 23-0-0, Interior(1) 23-0-0 to 39-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=126, K=432, H=101. 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. LOAD CASE(S) Standard Job 20-089872T Truss A5 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:03 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-OtdcbvIsvbwL2H0MzRJfoYQgsaokF4UBPItHWkymtC_ Scale = 1:70.6 T2 T3 B1 W7 W6 W3 W1 W2 W4 W5 W8 T1 T4 B4B3B2 ST11ST9 ST10 ST7 ST8 ST5 ST6 ST3 ST4 ST2 ST1 ST12 ST13 ST14 ST15 ST16 A B C D E F G H L K J I AL AM AN AO AP AQ AR 5x6 5x8 3x6 5x8 2x4 5x8 3x4 5x8 3x4 5x6 3x6 10-0-0 10-0-0 18-9-4 8-9-4 26-0-0 7-2-12 33-4-0 7-4-0 40-0-0 6-8-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-0-0 6-0-0 33-4-0 7-4-0 40-0-0 6-8-0 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [C:0-4-0,0-3-0], [G:0-4-0,0-3-4], [H:0-2-8,0-1-8], [J:0-3-0,0-3-0], [K:0-4-0,0-3-0], [L:0-4-0,0-3-0], [L:0-1-8,0-0-3] 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-SH 0.58 0.40 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.30 0.02 0.04 (loc) B-L B-L H H-I l/defl >999 >739 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 281 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* W7,W4,W8: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST11,ST9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-K, E-K, F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=616/0-5-8 (min. 0-1-8), K=2701/0-5-8 (min. 0-2-14), H=683/Mechanical Max Horz B=193(LC 11) Max UpliftB=-125(LC 12), K=-434(LC 12), H=-100(LC 12) Max GravB=776(LC 21), K=2701(LC 1), H=791(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-AL=-935/227, C-AL=-828/257, C-D=-519/335, D-AM=-48/892, E-AM=-33/1004, E-AN=-1/828, F-AN=-14/625, F-G=-441/250, G-AO=-1172/181, H-AO=-1286/167 BOT CHORD B-L=-202/733, L-AP=-392/152, AP-AQ=-392/152, K-AQ=-392/152, K-AR=-205/271, J-AR=-205/271, I-J=-85/1043, H-I=-84/1047 WEBS C-L=-543/193, D-L=-62/613, D-K=-921/260, E-K=-1203/175, F-K=-1000/245, F-J=-33/489, G-J=-861/227, G-I=0/259 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=25ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2) 20-0-0 to 23-0-0, Interior(1) 23-0-0 to 39-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 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) H except (jt=lb) B=125 , K=434. 10) 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. LOAD CASE(S) Standard Job 20-089872T Truss B1 Truss Type HIP GIRDER Qty 1 Ply 2 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:05 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-LFkN0bJ6RCA3IaAk5sL7tzV_FNOVjy2UscMNZdymtBy Scale = 1:67.1 0- 1 - 5 0- 1 - 5 T1 T2 T1 B1 W4 W3 W2 W1 W2 W1 W2 W1 W2 W3 W4 T2 B1B2AB C D E F G H I J K P O N M L Q R S T U V W X Y Z AA AB 5x8 4x12 8x12 MT20HS4x8 1.5x4 3x6 5x8 2x4 8x12 MT20HS 3x6 4x8 1.5x4 5x8 4x12 Special Special Special Special Special Special Special Special Special Special Special Special 8-0-0 8-0-0 13-5-2 5-5-2 19-0-0 5-6-14 24-6-14 5-6-14 30-0-0 5-5-2 38-0-0 8-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 13-5-2 5-5-2 19-0-0 5-6-14 24-6-14 5-6-14 30-0-0 5-5-2 34-0-0 4-0-0 38-0-0 4-0-0 39-0-0 1-0-0 0- 4 - 3 4- 2 - 1 4 4- 4 - 3 4- 9 - 1 5 0- 4 - 3 4- 2 - 1 4 6.00 12 Plate Offsets (X,Y)-- [B:0-3-8,0-1-15], [D:0-4-0,0-1-15], [F:0-4-0,0-3-0], [H:0-4-0,0-1-15], [J:0-3-8,0-1-15], [M:0-6-0,0-4-8], [O:0-6-0,0-4-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.76 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.57 -0.79 0.19 0.28 (loc) M-N M-N J N l/defl >789 >574 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 415 lb FT = 20% GRIP 220/195 165/146 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 BRACING- TOP CHORD Sheathed or 4-1-11 oc purlins, except 2-0-0 oc purlins (3-6-8 max.): D-H. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)B=4878/0-3-8 (min. 0-2-10), J=4878/0-3-8 (min. 0-2-10) Max Horz B=82(LC 7) Max UpliftB=-948(LC 8), J=-948(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-10102/1935, C-D=-9899/1900, D-Q=-8704/1707, E-Q=-8706/1707, E-F=-12266/2369, F-G=-12266/2369, G-R=-8706/1707, H-R=-8704/1707, H-I=-9899/1900, I-J=-10102/1935 BOT CHORD B-P=-1655/8921, P-S=-2218/12266, S-T=-2218/12266, O-T=-2218/12266, O-U=-2422/13402, U-V=-2422/13402, V-W=-2422/13402, N-W=-2422/13402, N-X=-2422/13402, X-Y=-2422/13402, Y-Z=-2422/13402, M-Z=-2422/13402, M-AA=-2218/12266, AA-AB=-2218/12266, L-AB=-2218/12266, J-L=-1655/8921 WEBS C-P=-297/257, D-P=-732/3975, E-P=-4433/807, E-O=-311/1976, F-O=-1478/248, F-N=-151/1106, F-M=-1478/248, G-M=-311/1976, G-L=-4433/807, H-L=-732/3975, I-L=-297/257 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=948, J=948. 10) 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. 11) 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 20-089872T Truss B1 Truss Type HIP GIRDER Qty 1 Ply 2 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:06 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-pSIlDxKkCWIwvklxeasMQB29?nkkSPId5G6x53ymtBx NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1105 lb down and 267 lb up at 8-0-0, 365 lb down and 77 lb up at 10-0-12 , 365 lb down and 77 lb up at 12-0-12, 365 lb down and 77 lb up at 14-0-12, 365 lb down and 77 lb up at 16-0-12, 365 lb down and 77 lb up at 18-0-12, 365 lb down and 77 lb up at 19-11-4, 365 lb down and 77 lb up at 21-11-4, 365 lb down and 77 lb up at 23-11-4, 365 lb down and 77 lb up at 25-11-4, and 365 lb down and 77 lb up at 27-11-4, and 1105 lb down and 267 lb up at 29-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-H=-84, H-K=-84, B-J=-14 Concentrated Loads (lb) Vert: P=-1105(F) L=-1105(F) S=-365(F) T=-365(F) U=-365(F) V=-365(F) W=-365(F) X=-365(F) Y=-365(F) Z=-365(F) AA=-365(F) AB=-365(F) Job 20-089872T Truss B2 Truss Type Hip Qty 1 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:07 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-Hes7QHLMzqQnXuK7CHNbyOaO8B6bBqXnKwrUeVymtBw Scale = 1:67.2 0- 1 - 1 1 0- 1 - 1 1 T1 T2 T1 B1 W4 W3 W2 W1 W1 W2 W3 W4 T3 B1B2B2AB C D E F G H I J M L K N O P Q R S T U 5x6 5x8 5x6 7x10 1.5x4 3x4 5x8 7x10 1.5x4 5x6 5x6 10-0-0 10-0-0 19-0-0 9-0-0 28-0-0 9-0-0 38-0-0 10-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 16-0-0 6-0-0 22-0-0 6-0-0 28-0-0 6-0-0 33-0-0 5-0-0 38-0-0 5-0-0 39-0-0 1-0-0 0- 4 - 3 5- 2 - 8 5- 4 - 3 5- 9 - 1 5 0- 4 - 3 5- 2 - 8 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [F:0-4-0,0-3-0], [I:0-1-11,Edge], [K:0-4-12,Edge], [L:0-4-0,0-3-0], [M: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-SH 0.50 0.60 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.49 0.18 0.15 (loc) L L-M I L l/defl >999 >928 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 172 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 *Except* W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-3-4 oc purlins, except 2-0-0 oc purlins (3-3-7 max.): D-G. BOT CHORD Rigid ceiling directly applied or 8-5-9 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=1949/0-3-8 (min. 0-2-1), I=1949/0-3-8 (min. 0-2-1) Max Horz B=101(LC 11) Max UpliftB=-337(LC 12), I=-337(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-N=-3552/750, C-N=-3493/766, C-O=-3146/651, D-O=-3046/668, D-P=-2736/646, P-Q=-2738/645, E-Q=-2740/645, E-F=-3521/779, F-R=-2740/645, R-S=-2738/645, G-S=-2736/646, G-T=-3046/668, H-T=-3146/651, H-U=-3493/766, I-U=-3552/750 BOT CHORD B-M=-612/3095, L-M=-602/3486, K-L=-606/3486, I-K=-619/3095 WEBS C-M=-404/190, D-M=-135/927, E-M=-1114/244, F-K=-1114/244, G-K=-135/927, H-K=-404/190 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=25ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 10-0-0, Exterior(2) 10-0-0 to 14-2-15, Interior(1) 14-2-15 to 28-0-0, Exterior(2) 28-0-0 to 32-2-15, Interior(1) 32-2-15 to 39-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=337, I=337. 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) 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 20-089872T Truss B3 Truss Type Hip Girder Qty 1 Ply 2 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:08 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-lqQVedM_k7Ye92uJm_uqVc7W9bOqwImwZZb2AyymtBv Scale = 1:65.6 0- 1 - 1 1 0- 1 - 1 1 T1 T2 T1 B1 W7 W6 W5 W4 W3 W1 W2 W1 W2 W1 W3 W4 W5 W6 W7 B1B2 A B C D E F G H I J R Q P O N M L K S T U V W X Y Z AA AB 4x12 5x8 5x6 5x6 7x10 3x6 2x4 8x12 3x8 3x8 2x4 4x5 3x6 7x10 3x4 4x5 3x4 2x4 Special Special Special Special Special Special Special Special Special 1-0-12 1-0-12 3-11-0 2-10-4 7-10-0 3-11-0 11-9-0 3-11-0 16-6-7 4-9-7 21-5-9 4-11-3 26-3-0 4-9-7 30-2-0 3-11-0 34-1-0 3-11-0 38-0-0 3-11-0 1-0-12 1-0-12 3-11-0 2-10-4 7-10-0 3-11-0 11-9-0 3-11-0 16-6-7 4-9-7 21-5-9 4-11-3 26-3-0 4-9-7 30-2-0 3-11-0 34-1-0 3-11-0 38-0-0 3-11-0 0- 4 - 3 6- 1 - 0 6- 2 - 1 1 0- 4 - 3 6- 1 - 0 6.00 12 Plate Offsets (X,Y)-- [A:Edge,0-3-14], [D:0-4-0,0-1-15], [J:0-3-0,0-2-9], [M:0-4-12,0-4-8], [P:0-4-12,0-4-8], [Q: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.85 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.52 0.15 0.15 (loc) O-P O-P J O-P l/defl >999 >863 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 465 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: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-1-13 oc purlins, except 2-0-0 oc purlins (4-6-12 max.): D-G. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=7268/0-3-8 (req. 0-3-14), J=3424/0-3-8 (min. 0-1-13) Max Horz A=-106(LC 6) Max UpliftA=-1062(LC 8), J=-509(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-13802/2002, B-C=-11785/1740, C-D=-9762/1479, D-S=-8722/1353, E-S=-8727/1353, E-F=-7532/1194, F-T=-5772/939, G-T=-5767/940, G-H=-6481/1020, H-I=-6844/1045, I-J=-7073/1052 BOT CHORD A-U=-1750/12263, U-V=-1750/12263, R-V=-1750/12263, R-W=-1750/12263, W-X=-1750/12263, Q-X=-1750/12263, Q-Y=-1459/10498, Y-Z=-1459/10498, P-Z=-1459/10498, P-AA=-1211/8952, AA-AB=-1211/8952, O-AB=-1211/8952, N-O=-1211/8952, M-N=-1011/7532, L-M=-837/6061, K-L=-901/6241, J-K=-901/6241 WEBS B-R=-191/1529, B-Q=-1974/324, C-Q=-321/2430, C-P=-2502/408, D-P=-563/3977, E-P=-634/65, E-O=-145/1393, E-N=-2334/372, F-N=-199/1723, F-M=-2907/399, G-M=-359/2519, H-M=-458/115, I-L=-306/77 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. 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) 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=25ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical 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. 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=1062, J=509. 10) 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. 11) 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 20-089872T Truss B3 Truss Type Hip Girder Qty 1 Ply 2 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:09 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-D1_urzNcVRgVmCTVKiP31pggv?k3fl03nDKbiOymtBu NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 756 lb down and 128 lb up at 1-0-12, 780 lb down and 115 lb up at 2-6-12 , 780 lb down and 115 lb up at 4-6-12, 780 lb down and 115 lb up at 6-6-12, 780 lb down and 115 lb up at 8-6-12, 780 lb down and 115 lb up at 10-6-12, 780 lb down and 115 lb up at 12-6-12, and 780 lb down and 115 lb up at 14-6-12, and 780 lb down and 115 lb up at 16-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-G=-84, G-J=-84, A-J=-14 Concentrated Loads (lb) Vert: O=-780(B) U=-756(B) V=-780(B) W=-780(B) X=-780(B) Y=-780(B) Z=-780(B) AA=-780(B) AB=-780(B) Job 20-089872T Truss C1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:10 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-hDYG3JNFGloMOM2itPxIa1CwAOAaOM?D0t48FqymtBt Scale = 1:40.9 T1 T2 B1 W1 W2 W1 W2 B2 ST6 ST4 ST5 ST3 ST2 ST1 ST4 ST5 ST3 ST2 ST1A B C D E F H GABACADAEAFAG AH AI AJ 3x6 4x5 2x4 5x6 3x4 3x6 Special Special Special Special Special Special Special Special Special Special 7-2-0 7-2-0 14-4-0 7-2-0 21-6-0 7-2-0 5-4-8 5-4-8 10-9-0 5-4-8 16-1-8 5-4-8 21-6-0 5-4-8 22-6-0 1-0-0 0- 4 - 3 5- 8 - 1 1 6- 2 - 7 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [C:0-2-0,0-0-4], [G: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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.39 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.13 0.04 0.04 (loc) A-H A-H E A-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 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 BRACING- TOP CHORD Sheathed or 4-7-5 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)A=1036/0-3-8 (min. 0-1-8), E=1144/0-3-8 (min. 0-1-8) Max Horz A=-108(LC 6) Max UpliftA=-161(LC 8), E=-213(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1865/307, B-C=-1606/305, C-D=-1595/299, D-E=-1853/300 BOT CHORD A-AB=-200/1580, AB-AC=-200/1580, AC-AD=-200/1580, H-AD=-200/1580, H-AE=-57/1028, AE-AF=-57/1028, AF-AG=-57/1028, G-AG=-57/1028, G-AH=-191/1566, AH-AI=-191/1566, AI-AJ=-191/1566, E-AJ=-191/1566 WEBS C-G=-81/563, D-G=-438/157, C-H=-91/579, B-H=-446/161 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=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=161, E=213. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb up at 1-5-4, 5 lb up at 3-5-4, 5 lb up at 5-5-4, 5 lb up at 7-5-4, 5 lb up at 9-5-4, 5 lb up at 11-5-4, 5 lb up at 13-5-4, 5 lb up at 15-5-4, and 5 lb up at 17-5-4, and 5 lb up at 19-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job 20-089872T Truss C1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:11 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-9P6eGfOt12wD0VduR7SX7El5woWp7pFMFXpinGymtBs LOAD CASE(S) Standard Uniform Loads (plf) Vert: A-C=-84, C-F=-84, A-E=-14 Job 20-089872T Truss C2 Truss Type Common Qty 2 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:11 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-9P6eGfOt12wD0VduR7SX7El5UoXL7pFMFXpinGymtBs Scale = 1:35.2 T1 T1 B1 W1 W2 W1 W2 B2 A B C D E H G F I J K L 3x6 4x5 3x6 3x4 3x4 1.5x4 3x4 1.5x4 7-2-0 7-2-0 14-4-0 7-2-0 21-6-0 7-2-0 5-4-8 5-4-8 10-9-0 5-4-8 16-1-8 5-4-8 21-6-0 5-4-8 0- 4 - 3 5- 8 - 1 1 0- 4 - 3 6.00 12 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-SH 0.34 0.35 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.13 0.04 0.04 (loc) E-F E-F E E-F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 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 BRACING- TOP CHORD Sheathed or 4-7-4 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)A=1039/0-3-8 (min. 0-1-8), E=1039/0-3-8 (min. 0-1-8) Max Horz A=99(LC 11) Max UpliftA=-162(LC 12), E=-162(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-I=-1871/363, B-I=-1691/374, B-J=-1612/352, C-J=-1500/371, C-K=-1500/371, D-K=-1612/352, D-L=-1691/374, E-L=-1871/363 BOT CHORD A-H=-270/1585, G-H=-113/1034, F-G=-113/1034, E-F=-270/1585 WEBS C-F=-104/579, D-F=-446/176, C-H=-104/579, B-H=-446/176 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=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-9-0, Exterior(2) 10-9-0 to 13-9-0, Interior(1) 13-9-0 to 21-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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) except (jt=lb) A=162, E=162. 6) 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. LOAD CASE(S) Standard Job 20-089872T Truss CJ1 Truss Type Diagonal Hip Girder Qty 2 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:12 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-dcg0U_PVoM23dfC4?qzmfSI65Ctos91WUBZFJjymtBr Scale = 1:26.9 T1 W1 B1 W3 W2 A B C D E H G F I J K L 4x5 3x6 3x4 3x4 1.5x4 Special Special Special Special Special Special Special Special Special Special Special Special 5-7-8 5-7-8 11-3-0 5-7-8 -1-5-0 1-5-0 5-7-8 5-7-8 11-3-0 5-7-8 0- 4 - 3 4- 3 - 1 4 4- 9 - 7 4.24 12 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.34 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.02 0.02 (loc) G-H G-H G H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 48 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 BRACING- TOP CHORD Sheathed or 5-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)G=760/Mechanical, B=774/0-4-9 (min. 0-1-8) Max Horz B=163(LC 5) Max UpliftG=-170(LC 5), B=-183(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-I=-1246/212, C-I=-1101/227, D-G=-298/114 BOT CHORD B-K=-268/1104, H-K=-268/1104, H-L=-268/1104, G-L=-268/1104 WEBS C-H=0/296, C-G=-1116/255 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) G=170, B=183. 6) 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb up at 2-9-8, 23 lb up at 2-9-8, 23 lb down and 68 lb up at 5-7-7, 23 lb down and 68 lb up at 5-7-7, and 113 lb down and 108 lb up at 8-5-6, and 113 lb down and 108 lb up at 8-5-6 on top chord, and at 2-9-8, at 2-9-8, 16 lb down at 5-7-7, 16 lb down at 5-7-7, and 50 lb down at 8-5-6, and 50 lb down at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-E=-14, B-F=-14 Concentrated Loads (lb) Vert: C=-46(F=-23, B=-23) H=-13(F=-7, B=-7) J=-225(F=-113, B=-113) L=-41(F=-21, B=-21) Job 20-089872T Truss D1 Truss Type Common Qty 1 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:13 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-6oDOhKQ7ZgBwFpnHZYU?CfqVGcIxblkfirJor9ymtBq Scale = 1:24.8 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H I N M L K J O P Q R 4x5 3x4 3x4 13-4-0 13-4-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 14-4-0 1-0-0 0- 4 - 3 3- 8 - 3 4- 1 - 1 5 0- 4 - 3 6.00 12 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-SH 0.07 0.02 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) I I H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 55 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 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.All bearings 13-4-0. (lb) - Max Horz B=71(LC 11) Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J Max Grav All reactions 250 lb or less at joint(s) B, H, L, M, N, K, J 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=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-13 to 1-11-3, Exterior(2) 1-11-3 to 6-8-0, Corner(3) 6-8-0 to 9-8-0, Exterior(2) 9-8-0 to 14-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, H, M, N, K, J. 10) 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. LOAD CASE(S) Standard Job 20-089872T Truss D2 Truss Type Common Qty 3 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:14 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-a_nmugQlKzJntzMT6F?EktNZm0YKKCKpxV2MObymtBp Scale = 1:23.3 T1 T2 B1 W1 A B C D E F G H I 5x6 3x6 3x6 1.5x4 6-8-0 6-8-0 13-4-0 6-8-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 0- 4 - 3 3- 8 - 3 4- 1 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-1-8], [D:0-2-9,0-1-8] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.40 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.12 0.01 0.04 (loc) D-E D-E D D-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 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 BRACING- TOP CHORD Sheathed or 5-8-12 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)D=625/0-5-8 (min. 0-1-8), B=745/0-5-8 (min. 0-1-8) Max Horz B=70(LC 11) Max UpliftD=-95(LC 12), B=-153(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-F=-906/177, F-G=-779/188, C-G=-772/200, C-H=-769/215, H-I=-779/201, D-I=-903/201 BOT CHORD B-E=-103/690, D-E=-103/690 WEBS C-E=0/261 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=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 6-8-0, Exterior(2) 6-8-0 to 9-8-0, Interior(1) 9-8-0 to 13-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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=153. 6) 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. LOAD CASE(S) Standard Job 20-089872T Truss J1 Truss Type JACK-CLOSED Qty 12 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:15 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-2BL960RN4HReU7xfgzWTH4whLPtB3gDyA9ovw2ymtBo Scale = 1:24.8 T1 W1 B1 A B C D H I 1.5x4 1.5x4 3x6 8-0-0 8-0-0 -1-0-0 1-0-0 8-0-0 8-0-0 0- 4 - 3 4- 4 - 3 4- 9 - 1 5 6.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-1-8] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-AS 0.74 0.49 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.34 0.01 0.13 (loc) D-G D-G B D-G l/defl >441 >277 n/a >748 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 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 BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)D=379/Mechanical, B=480/0-3-8 (min. 0-1-8) Max Horz B=162(LC 11) Max UpliftD=-63(LC 12), B=-99(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-291/213 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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. 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) D, B. 6) 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. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job 20-089872T Truss J1A Truss Type Jack-Open Qty 4 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:16 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-WNvXJMS?rbZV6HWsEg2iqISv?pHZo7T5OpXTSUymtBn Scale = 1:19.0 T1 B1 A B E C D2x4 5-11-11 5-11-11 -1-0-0 1-0-0 5-11-11 5-11-11 0- 4 - 3 3- 4 - 0 3- 9 - 1 2 6.00 12 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 0.55 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >702 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 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 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)C=231/Mechanical, B=395/0-3-8 (min. 0-1-8), D=40/Mechanical Max Horz B=120(LC 12) Max UpliftC=-87(LC 12), B=-74(LC 12) Max GravC=231(LC 1), B=395(LC 1), D=98(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 5-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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. 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) C, B. 6) 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. LOAD CASE(S) Standard Job 20-089872T Truss J1B Truss Type Jack-Open Qty 4 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:17 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-_ZTvXiTecuhMkQ42oNZxMV?9LDetXajFdTH0_wymtBm Scale = 1:14.2 T1 B1 A B E F C D 2x4 3-11-11 3-11-11 -1-0-0 1-0-0 3-11-11 3-11-11 0- 4 - 3 2- 4 - 0 2- 9 - 1 2 2- 4 - 0 6.00 12 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 0.19 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 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 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)C=142/Mechanical, B=303/0-3-8 (min. 0-1-8), D=26/Mechanical Max Horz B=88(LC 12) Max UpliftC=-52(LC 12), B=-70(LC 12) Max GravC=142(LC 1), B=303(LC 1), D=64(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 3-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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. 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) C, B. 6) 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. LOAD CASE(S) Standard Job 20-089872T Truss J1C Truss Type Jack-Open Qty 4 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:18 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-Sl1Hk2UGNCpDMafEL54AvjYM_d?9G1zOs70ZXMymtBl Scale = 1:9.3 T1 B1 A B C D2x4 1-11-11 1-11-11 -1-0-0 1-0-0 1-11-11 1-11-11 0- 4 - 3 1- 4 - 0 1- 9 - 1 2 1- 4 - 0 6.00 12 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 0.07 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) B B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 7 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 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)C=55/Mechanical, B=213/0-3-8 (min. 0-1-8), D=14/Mechanical Max Horz B=57(LC 12) Max UpliftC=-16(LC 9), B=-65(LC 12) Max GravC=55(LC 1), B=213(LC 1), D=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; 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=1.33 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. 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) C, B. 6) 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. LOAD CASE(S) Standard Job 20-089872T Truss J2 Truss Type Jack-Open Qty 3 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:18 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-Sl1Hk2UGNCpDMafEL54AvjYELdycG0qOs70ZXMymtBl Scale = 1:20.7 T1 B1 W1 A B C D E 1.5x4 2x4 1.5x4 6-4-8 6-4-8 -1-0-0 1-0-0 6-4-8 6-4-8 0- 4 - 3 3- 6 - 7 4- 0 - 3 6.00 12 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 0.62 0.25 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.00 0.00 (loc) B-D B-D B l/defl >999 >597 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 24 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 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=410/0-3-8 (min. 0-1-8), D=288/Mechanical Max Horz B=125(LC 12) Max UpliftB=-75(LC 12), D=-67(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 6-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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. 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, D. 6) 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. LOAD CASE(S) Standard Job 20-089872T Truss J3 Truss Type Jack-Open Qty 11 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:19 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-wybfyOUu8Wx4zkEQvobPRw4Xk1LU?UDY5nm73pymtBk Scale = 1:6.9 T1 B1 A B C D 2x4 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0- 4 - 3 0- 1 0 - 3 1- 3 - 1 5 6.00 12 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 0.07 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) B B l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 5 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 1-0-0 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=191/0-3-8 (min. 0-1-8), D=-4/Mechanical Max Horz B=73(LC 12) Max UpliftB=-131(LC 12), D=-4(LC 1) Max GravB=191(LC 1), D=14(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; 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=1.33 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. 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) D except (jt=lb) B=131. 6) 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. LOAD CASE(S) Standard Job 20-089872T Truss LG1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF2B14 ATHENS B 3CEXT Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Aug 17 16:41:20 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-O8829jVWvp3xbupdTW6e_8diJQgtkvJhJRVgbFymtBj Scale = 1:73.6 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 B1 ST4 ST3 ST2 ST1 A B C D E F G H I J K T S R Q P O N M L U V W X 3x4 4x5 3x4 5x6 21-10-5 21-10-5 10-11-2 10-11-2 21-10-5 10-11-2 12 - 2 - 1 0 13.42 12 Plate Offsets (X,Y)-- [P: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.08 0.07 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - K l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 154 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* ST2,ST1: 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 F-P, E-Q, G-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 21-10-5. (lb) - Max Horz A=-317(LC 10) Max Uplift All uplift 100 lb or less at joint(s) K, P, Q, S, O, M except A=-149(LC 10), R=-120(LC 12), T=-151(LC 12), N=-120(LC 12), L=-151(LC 12) Max Grav All reactions 250 lb or less at joint(s) A, K, Q, R, S, O, N, M except P=251(LC 12), T=294(LC 17), L=294(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-289/272, J-K=-289/253 WEBS F-P=-257/205 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=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 10-11-2, Exterior(2) 10-11-2 to 13-11-2, Interior(1) 13-11-2 to 21-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) K, P, Q, S, O, M except (jt=lb) A=149, R=120, T=151, N=120, L=151. 8) 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. LOAD CASE(S) Standard