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HomeMy WebLinkAboutTRUSS SPECS - 19-00037 - 892 Larch Dr - New SFRJob 19-010518T Truss A1SGE Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:04 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-8NXqnvByW2YIfQVxggbc5zHsrYjXBYkDGv1BHrzsPIr Scale = 1:75.6 T2 T2 B1 W6 W6 B3 W15 T1 T3 B4B2W8 W8 W8 W8 W8 W7 W7 W7 W12 W12 W13 W3 W1 W3 W14 W5 W4 W2 W5 W4 W10 ST2ST1 ST3 ST2 ST1 ST4 ST5 ST6 ST7 W9 W11 A B C D E F G H I J K L M N AF AE AD AB Y W V R Q P O AC AA Z X U T S AX 4x8 4x8 4x8 3x6 4x5 4x5 5x6 6x8 4x8 8x12 6x8 5x6 6x8 5x8 3x4 3x4 3x4 4x8 6x8 6x8 4x5 4x5 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 5-4-12 5-4-12 8-1-2 2-8-6 10-9-8 2-8-6 16-2-4 5-4-12 18-5-15 2-3-11 20-9-10 2-3-11 20-10-0 0-0-6 22-10-0 2-0-0 23-1-4 0-3-4 25-2-10 2-1-6 27-4-0 2-1-6 29-5-12 2-1-12 34-10-8 5-4-12 39-1-0 4-2-8 -1-0-0 1-0-0 5-4-12 5-4-12 10-9-8 5-4-12 16-2-4 5-4-12 20-10-0 4-7-12 21-4-10 0-6-10 21-8-5 0-3-11 22-10-0 1-1-11 23-11-11 1-1-11 24-3-6 0-3-11 29-5-12 5-2-6 34-10-8 5-4-12 39-1-0 4-2-8 39-2-8 0-1-8 0- 4 - 1 9- 1 0 - 3 2- 8 - 1 3 0- 3 - 8 3- 0 - 5 1- 2 - 0 5.00 12 Plate Offsets (X,Y)-- [E:0-4-0,Edge], [I:0-4-0,Edge], [J:0-4-4,0-2-0], [L:0-4-0,Edge], [O:0-2-7,0-1-7], [S:0-2-8,Edge], [V:0-3-0,0-3-0], [Z:0-6-0,0-2-8], [AC:0-2-8,Edge], [AE:0-4-0 ,0-3-0], [AK:0-2-0,0-0-0] 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 0.31 0.52 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.18 0.02 0.07 (loc) P-Q P-Q O P-Q l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 328 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T1,T3: 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* W6,W9,W11: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST3: 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: S-X 10-0-0 oc bracing: X-AC MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 23-4-10 except (jt=length) O=0-1-8. (lb) - Max Horz B=245(LC 8) Max Uplift All uplift 100 lb or less at joint(s) B, AE except AD=-190(LC 8), W=-140(LC 9), AB=-152(LC 21), Y=-569(LC 21), AF=-151(LC 8), O=-172(LC 9) Max Grav All reactions 250 lb or less at joint(s) AB, Y except B=378(LC 1), AD=460(LC 20), W=1806(LC 2), W=1554(LC 1), AE=675(LC 1), AF=751(LC 1), O=1024(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-295/69, C-D=-478/117, D-E=-758/172, E-F=-671/187, F-G=-746/238, G-H=-567/217, H-I=-86/434, I-J=-91/440, J-K=-714/211, K-L=-676/120, L-M=-776/106, M-N=-929/162, N-O=-1005/186 BOT CHORD Y-AB=-444/109, W-Y=-454/112, Q-R=-395/1921, P-Q=-371/1852, AA-AC=-22/421, Z-AA=-22/421, X-Z=-288/2186, U-X=-292/2264, T-U=-674/61, S-T=-674/61 WEBS AC-AD=-401/230, F-AC=-447/208, K-S=-394/182, W-X=-549/33, Y-Z=-134/556, Z-AB=-72/654, W-Z=-1238/210, U-W=-1731/102, R-U=-280/1446, R-S=-958/388, D-AE=-714/132, C-AF=-647/187, M-P=-263/70, N-P=-128/947, P-S=-1116/261, D-AC=-19/352, H-AX=-1093/345, J-AX=-1087/344, G-Z=-176/327, X-AX=-350/57 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever 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, with BCDL = 7.0psf. 8) Ceiling dead load (5.0 psf) on member(s). J-K, H-AX, J-AX 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. U-X, T-U, S-T Continued on page 2 Job 19-010518T Truss A1SGE Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:06 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-4lfbCbDC2go0ukeKo5d4BOMCLMP?fSDVjDWILkzsPIp NOTES- 10) Bearing at joint(s) O considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate at joint(s) O. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, AE except (jt=lb) AD=190, W=140, AB=152, Y=569, AF=151, O=172. 13) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job 19-010518T Truss A2 Truss Type Common Qty 6 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:08 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-18mLdHETaH2j82oivVfYGpRX8A?d7JxoAX?PQczsPIn Scale = 1:83.9 T2 T2 B1 W6 W6 B3 W13 T1 T3 B4B2W8 W8 W8 W8 W8 W7 W7 W7 W10 W10 W11 W3W1 W3 W12 W5 W4 W2 W5 W4 W9 A B C D E F G H I J K L M AE AD AC AA Y W U Q P O N AB Z X V T S R 4x8 4x8 4x8 4x5 4x5 1.5x4 4x5 1.5x4 5x6 7x10 1.5x4 1.5x4 7x10 7x10 1.5x4 7x10 5x6 1.5x4 7x10 6x8 3x6 1.5x4 3x4 3x4 4x8 6x8 7x10 4x5 4x5 3x6 13-0-0 7- 8 - 0 5- 5 - 1 0 5-4-12 5-4-12 8-1-2 2-8-6 10-9-8 2-8-6 16-2-4 5-4-12 18-5-15 2-3-11 20-9-10 2-3-11 23-1-4 2-3-10 25-2-10 2-1-6 27-4-0 2-1-6 29-5-12 2-1-12 34-10-8 5-4-12 39-1-0 4-2-8 -1-0-0 1-0-0 5-4-12 5-4-12 10-9-8 5-4-12 16-2-4 5-4-12 21-4-10 5-2-6 21-8-5 0-3-11 22-10-0 1-1-11 23-11-11 1-1-11 24-3-6 0-3-11 29-5-12 5-2-6 34-10-8 5-4-12 39-1-0 4-2-8 39-2-8 0-1-8 0- 4 - 1 9- 1 0 - 3 2- 8 - 1 3 0- 3 - 8 3- 0 - 5 1- 2 - 0 5.00 12 Plate Offsets (X,Y)-- [B:0-1-10,Edge], [E:0-4-0,Edge], [F:0-2-4,0-2-0], [G:0-4-4,0-2-0], [H:0-4-0,Edge], [I:0-4-4,0-2-0], [J:0-2-4,0-2-0], [K:0-4-0,Edge], [N:0-2-7,0-1-7], [R:0-2-8 ,Edge], [U:0-3-0,0-3-0], [AB:0-4-4,Edge], [AD:0-3-12,0-3-0] 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 0.36 0.96 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.51 0.08 0.20 (loc) AC-AD AC-AD W AC-AD l/defl >766 >537 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 251 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T1,T3: 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* W6,W7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-7 oc bracing. Except: 5-4-0 oc bracing: R-AB WEBS 1 Row at midpt D-AB, AB-AD MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1456/0-5-8 (min. 0-1-9), W=1939/0-5-8 (min. 0-2-9), N=1094/0-1-8 (min. 0-1-8) Max Horz B=245(LC 8) Max UpliftB=-261(LC 8), W=-32(LC 8), N=-173(LC 9) Max Grav B=1456(LC 1), W=2383(LC 2), N=1094(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2842/435, C-D=-2235/326, D-E=-1156/148, E-F=-1050/162, F-G=-1086/219, G-H=-36/278, H-I=-62/318, I-J=-1125/195, J-K=-959/126, K-L=-1112/112, L-M=-989/163, M-N=-1069/187 BOT CHORD B-AE=-576/2525, AD-AE=-576/2525, AC-AD=-909/3927, AA-AC=-958/4093, Y-AA=-955/333, W-Y=-955/333, U-W=-2197/555, Q-U=-2197/555, P-Q=-834/1922, O-P=-769/1854, Z-AB=-1513/478, X-Z=-1513/478, V-X=-516/4471, T-V=-516/4471, S-T=-535/1929, R-S=-535/1929 WEBS F-AB=-425/192, J-R=-522/191, V-W=-387/0, Z-AA=-269/0, Q-S=-263/0, AA-AB=-2163/648, X-AA=-541/2781, W-X=-2994/341, T-W=-1915/137, Q-T=-276/1850, Q-R=-1272/389, D-AD=-130/714, L-O=-488/110, M-O=-130/1003, L-R=-177/329, O-R=-1048/1081, C-AD=-593/208, D-AB=-1345/391, AB-AD=-2220/531, G-I=-1172/279 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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). F-G, I-J, G-I 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. Z-AB, X-Z, V-X, T-V, S-T, R-S 7) Bearing at joint(s) N considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) N. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) W except (jt=lb) B=261, N=173. 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.Continued on page 2 Job 19-010518T Truss A2 Truss Type Common Qty 6 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:10 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-zWu52yGj5uIRNLy51wi0LEXtdzg5bDR5eqUWUVzsPIl NOTES- 11) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job 19-010518T Truss B1GE Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:12 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-vv0sTeIzdWY9cf6T8LkUQfc70nP_39KO58zdZOzsPIj Scale = 1:69.4 T2 T2 B1 W4 W3 W2 W1 W4 W3W2 W1 T1 T1 B1B2B2B2 ST13 ST11 ST12 ST10 ST8 ST9 ST7 ST5 ST6 ST4 ST3ST2 ST1 ST11 ST12 ST10 ST8 ST9 ST7 ST5 ST6 ST4 ST3 ST2 ST1 A B C D E F G H I M L K JBCBDBEBFBGBH 5x6 2x4 5x6 5x8 5x8 3x4 3x6 5x8 5x8 5x8 3x4 3x6 5x8 5x6 8-2-6 8-2-6 16-4-13 8-2-6 24-7-3 8-2-6 32-9-10 8-2-6 41-0-0 8-2-6 -1-0-0 1-0-0 6-10-0 6-10-0 13-8-0 6-10-0 20-6-0 6-10-0 27-4-0 6-10-0 34-2-0 6-10-0 41-0-0 6-10-0 42-0-0 1-0-0 0- 4 - 1 8- 1 0 - 9 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [B:0-2-5,Edge], [C:0-4-0,0-3-0], [E:0-2-0,0-0-0], [G:0-4-0,0-3-0], [H:0-2-5,Edge], [J:0-4-0,0-3-0], [K:0-4-0,0-3-0], [K:0-1-8,0-1-8], [L:0-1-8,0-1-8], [L:0-4-0,0-3-0], [M:0-4-0,0-3-0], [AD:0-1-14,0-0-0], [AX:0-1-14,0-0-0] 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 0.75 0.74 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.60 0.19 0.18 (loc) K-L K-L H K-L l/defl >999 >808 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 297 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* W3,W1: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST13: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-0 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=2099/0-5-8 (min. 0-2-4), H=2091/0-3-8 (min. 0-2-4) Max Horz B=158(LC 12) Max UpliftB=-416(LC 8), H=-415(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4358/809, C-D=-4110/817, D-E=-3150/636, E-F=-3155/638, F-G=-4146/826, G-H=-4396/818 BOT CHORD B-M=-819/3902, M-BC=-575/3171, BC-BD=-575/3171, L-BD=-575/3171, L-BE=-304/2366, BE-BF=-304/2366, K-BF=-304/2366, K-BG=-419/3181, BG-BH=-419/3181, J-BH=-419/3181, H-J=-671/3946 WEBS E-K=-277/1028, F-K=-903/355, F-J=-210/805, G-J=-499/240, E-L=-275/1018, D-L=-893/352, D-M=-203/777, C-M=-479/234 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever 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, 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=416, H=415. 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 19-010518T Truss B2 Truss Type Common Qty 5 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:15 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-JUh_5gKswRxkT7q2pUHB2HEeG_RhGW3qn6CH9jzsPIg Scale = 1:67.6 T2 T2 B1 W4 W3 W2 W1 W4 W3W2 W1 T1 T1 B1B2B2B2AB C D E F G H I M L K JNOPQRS 5x6 5x6 5x8 5x8 3x6 5x8 5x8 5x8 3x6 5x8 5x6 8-2-6 8-2-6 16-4-13 8-2-6 24-7-3 8-2-6 32-9-10 8-2-6 41-0-0 8-2-6 -1-0-0 1-0-0 6-10-0 6-10-0 13-8-0 6-10-0 20-6-0 6-10-0 27-4-0 6-10-0 34-2-0 6-10-0 41-0-0 6-10-0 42-0-0 1-0-0 0- 4 - 1 8- 1 0 - 9 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [B:0-2-5,Edge], [C:0-4-0,0-3-0], [G:0-4-0,0-3-0], [H:0-2-5,Edge], [J:0-4-0,0-3-0], [K:0-4-0,0-3-0], [L:0-4-0,0-3-0], [M: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 0.75 0.74 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.60 0.19 0.18 (loc) K-L K-L H K-L l/defl >999 >808 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 189 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* W3,W1: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-0 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=2099/0-5-8 (min. 0-2-4), H=2091/0-3-8 (min. 0-2-4) Max Horz B=158(LC 12) Max UpliftB=-416(LC 8), H=-415(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4358/809, C-D=-4110/817, D-E=-3150/636, E-F=-3155/638, F-G=-4146/826, G-H=-4396/818 BOT CHORD B-M=-819/3902, M-N=-575/3171, N-O=-575/3171, L-O=-575/3171, L-P=-304/2366, P-Q=-304/2366, K-Q=-304/2366, K-R=-419/3181, R-S=-419/3181, J-S=-419/3181, H-J=-671/3946 WEBS E-K=-277/1028, F-K=-903/355, F-J=-210/805, G-J=-499/240, E-L=-275/1018, D-L=-893/352, D-M=-203/777, C-M=-479/234 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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=416, H=415. 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 19-010518T Truss C1GRD Truss Type Hip Girder Qty 1 Ply 2 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:18 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-k3N7jhMkDMJJKaZdVcrugws7wCY9TvbGU4Rxm1zsPId Scale = 1:46.6 0- 1 - 4 0- 1 - 4 T1 T2 T1 B1 W1 W2 W3 W2 W1 B1A B C D E F G J I HKLMNO P 5x6 5x6 5x6 7x10 3x8 5x6 4-0-0 4-0-0 8-0-0 4-0-0 13-3-4 5-3-4 18-6-8 5-3-4 22-6-8 4-0-0 26-6-8 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 13-3-4 5-3-4 18-6-8 5-3-4 22-6-8 4-0-0 26-6-8 4-0-0 27-6-8 1-0-0 0- 6 - 3 5- 8 - 1 5 5- 1 0 - 3 0- 6 - 3 5- 8 - 1 5 8.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-13], [C:0-3-0,0-2-3], [E:0-3-0,0-2-3], [F:Edge,0-0-13], [I: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.37 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.17 0.05 0.10 (loc) I-J I-J F H-I l/defl >999 >999 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 2x6 DF 1800F 1.6E or 2x6 DF SS 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, except 2-0-0 oc purlins (6-0-0 max.): C-E. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)B=3369/0-5-8 (min. 0-1-13), F=3369/0-5-8 (min. 0-1-13) Max Horz B=-157(LC 25) Max UpliftB=-1218(LC 8), F=-1218(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-5328/1973, C-D=-4141/1676, D-E=-4141/1676, E-F=-5328/1973 BOT CHORD B-K=-1665/4205, J-K=-1665/4205, J-L=-2014/5088, L-M=-2014/5088, I-M=-2014/5088, I-N=-2014/5088, N-O=-2014/5088, H-O=-2014/5088, H-P=-1554/4205, F-P=-1554/4205 WEBS C-J=-1060/2486, D-J=-1517/688, D-I=-656/1414, D-H=-1517/687, E-H=-1060/2486 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=1218, F=1218. 9) Following joints to be plated by qualified designer: Joint(s) H, J, not plated. 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. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1069 lb down and 565 lb up at 8-0-0, 365 lb down and 182 lb up at 10-0-12, 365 lb down and 182 lb up at 12-0-12, 365 lb down and 182 lb up at 13-3-4, 365 lb down and 182 lb up at 14-5-12, and 365 lb down and 182 lb up at 16-5-12, and 1069 lb down and 565 lb up at 18-5-12 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 19-010518T Truss C1GRD Truss Type Hip Girder Qty 1 Ply 2 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:19 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-CFxVx1NM_fRAyk8p2JM7C7OIgbuOCMqQikAUJUzsPIc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-E=-84, E-G=-84, B-F=-14 Concentrated Loads (lb) Vert: J=-1069(F) I=-365(F) H=-1069(F) L=-365(F) M=-365(F) N=-365(F) O=-365(F) Job 19-010518T Truss C2 Truss Type Hip Qty 1 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:20 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-gSVt8NO_lzZ1auj0c1tMlLxVi?DzxuOZxOw2rwzsPIb Scale = 1:46.6 0- 1 - 1 3 0- 1 - 1 3 T1 T2 T1 B1 W1 W2 W3 W2 W1 HW1 HW1B3B2A B C D E F G H J IK 5x6 5x8 5x6 5x8 1.5x4 5x6 1.5x4 5x6 10-0-0 10-0-0 16-6-8 6-6-8 26-6-8 10-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 16-6-8 6-6-8 21-6-8 5-0-0 26-6-8 5-0-0 27-6-8 1-0-0 0- 6 - 3 7- 0 - 6 7- 2 - 3 0- 6 - 3 7- 0 - 6 8.00 12 Plate Offsets (X,Y)-- [B:Edge,0-2-12], [B:0-5-13,0-1-9], [B:0-1-3,0-0-12], [D:0-3-0,0-2-3], [E:0-4-0,0-1-9], [G:Edge,0-2-12], [G:0-5-13,0-1-9], [G:0-1-3,0-0-12], [I:0-3-0,0-3-4], [J: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 0.64 0.41 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.33 0.05 0.04 (loc) G-I G-I G B-J l/defl >999 >948 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 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* W3: 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 4-8-3 oc purlins, except 2-0-0 oc purlins (4-8-4 max.): D-E. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1388/0-5-8 (min. 0-1-8), G=1388/0-5-8 (min. 0-1-8) Max Horz B=-191(LC 6) Max UpliftB=-243(LC 8), G=-243(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1845/311, C-D=-1533/257, D-E=-1173/267, E-F=-1531/257, F-G=-1845/311 BOT CHORD B-J=-283/1425, J-K=-78/1173, I-K=-78/1173, G-I=-154/1425 WEBS C-J=-325/222, D-J=-37/321, E-I=-60/379, F-I=-323/222 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) B=243, G=243. 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 19-010518T Truss C3 Truss Type Hip Qty 1 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:23 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-40A0mPQt2uxbRLRbH9Q3NzZ4aDGH8FG0dM8iSFzsPIY Scale = 1:51.9 0- 1 - 1 3 0- 1 - 1 3 T1 T2 T1 B1 W1 W2 W3 W3 W1 HW1 HW1 W2 B1A B C D E F G H K J I 5x6 5x6 5x6 4x12 3x6 1.5x4 3x6 1.5x4 5x6 6-0-0 6-0-0 13-3-4 7-3-4 20-6-8 7-3-4 26-6-8 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 14-6-8 2-6-8 20-6-8 6-0-0 26-6-8 6-0-0 27-6-8 1-0-0 0- 6 - 3 8- 4 - 6 8- 6 - 3 0- 6 - 3 8- 4 - 6 8.00 12 Plate Offsets (X,Y)-- [B:0-5-13,0-1-9], [B:0-1-3,0-0-12], [D:0-3-5,Edge], [E:0-3-5,Edge], [G:0-1-3,0-0-12], [G:0-5-13,0-1-9] 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 0.41 0.31 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.11 0.05 0.04 (loc) J J-K G B-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 137 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* W1: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-6-6 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): D-E. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt C-J, F-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1388/0-5-8 (min. 0-1-8), G=1388/0-5-8 (min. 0-1-8) Max Horz B=226(LC 7) Max UpliftB=-257(LC 8), G=-257(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1901/305, C-D=-1326/268, D-E=-1028/268, E-F=-1326/268, F-G=-1901/305 BOT CHORD B-K=-291/1436, J-K=-291/1436, I-J=-139/1436, G-I=-139/1436 WEBS C-J=-545/258, D-J=-97/338, E-J=-97/338, F-J=-545/258 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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=257, G=257. 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 19-010518T Truss C4 Truss Type Common Qty 1 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:25 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-1PImB5S7ZVBJgfbzPaTXSOeO?0wrc70I5gdpW7zsPIW Scale = 1:55.9 T2 T2 B1 W2 W1 W2 W1 HW1 HW1 T1 T1 B1B2A B C D E F G I HJK 5x6 5x6 5x8 5x8 5x8 5x8 5x6 8-10-3 8-10-3 17-8-5 8-10-3 26-6-8 8-10-3 -1-0-0 1-0-0 6-7-10 6-7-10 13-3-4 6-7-10 19-10-14 6-7-10 26-6-8 6-7-10 27-6-8 1-0-0 0- 6 - 3 9- 4 - 5 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [B:0-1-3,0-0-12], [B:0-5-13,0-1-9], [C:0-4-0,0-3-4], [E:0-4-0,0-3-4], [F:0-5-13,0-1-9], [F:0-1-3,0-0-12], [H:0-4-0,0-3-0], [I: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 0.54 0.43 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.33 0.05 0.07 (loc) H-I H-I F B-I l/defl >999 >961 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 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* W1: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-5-2 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=1388/0-5-8 (min. 0-1-8), F=1388/0-5-8 (min. 0-1-8) Max Horz B=250(LC 7) Max UpliftB=-263(LC 8), F=-263(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1857/321, C-D=-1609/394, D-E=-1609/394, E-F=-1857/321 BOT CHORD B-I=-313/1457, I-J=-79/946, J-K=-79/946, H-K=-79/946, F-H=-163/1399 WEBS D-H=-225/703, E-H=-482/301, D-I=-225/703, C-I=-482/301 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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=263, F=263. 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 19-010518T Truss C5GRD Truss Type Common Girder Qty 1 Ply 2 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:28 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-R__vq6U0sQZuX6KY4i0E41GsVErapMSlnesT7SzsPIT Scale = 1:56.1 T2 T2 B1 W1 W2 W3 W4 W5 W4 W3 W2 T1 T3 B1 HW1A B C D E F G H I L K JMNOPQRS 5x6 6x12 12x12 1.5x4 5x12 MT20HS 5x8 12x12 3x4 4x5 5x6 4x8 6-1-0 6-1-0 13-3-4 7-2-4 20-5-8 7-2-4 26-6-8 6-1-0 3-0-8 3-0-8 6-1-0 3-0-8 9-8-2 3-7-2 13-3-4 3-7-2 16-10-6 3-7-2 20-5-8 3-7-2 26-6-8 6-1-0 27-6-8 1-0-0 0- 6 - 3 9- 4 - 5 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-2-8], [C:0-6-0,0-3-0], [D:0-1-12,0-2-0], [G:0-3-0,0-3-0], [H:0-4-0,0-1-9], [L:0-6-0,0-6-4] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.87 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.30 0.05 0.11 (loc) L A-L H L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 368 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 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1,W2: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=9608/0-5-8 (min. 0-5-2), H=3390/0-5-8 (min. 0-1-13) Max Horz A=-244(LC 25) Max UpliftA=-1851(LC 8), H=-653(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-13588/2611, B-C=-13576/2610, C-D=-13495/2705, D-E=-4788/1007, E-F=-4772/1005, F-G=-5179/1109, G-H=-5310/971 BOT CHORD A-M=-2214/10950, M-N=-2214/10950, N-O=-2214/10950, L-O=-2214/10950, L-P=-1187/6317, P-Q=-1187/6317, K-Q=-1187/6317, K-R=-680/4080, R-S=-680/4080, J-S=-680/4080, H-J=-697/4231 WEBS B-L=-165/433, C-L=-288/205, D-L=-2055/10106, D-K=-4994/1125, E-K=-1017/4912, F-K=-504/285, F-J=-288/572, G-J=-359/262 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: 2x8 - 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) Vasd=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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) A=1851, H=653. 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) 1120 lb down and 228 lb up at 1-7-4, 1120 lb down and 228 lb up at 3-7-4, and 1120 lb down and 228 lb up at 5-7-4, and 6972 lb down and 1350 lb up at 6-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 Job 19-010518T Truss C5GRD Truss Type Common Girder Qty 1 Ply 2 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:29 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-vAYH1SVedkil9GvkeQXTcEp1FdBpYpiu?Ib0fvzsPIS 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-H=-14 Concentrated Loads (lb) Vert: L=-6972(F) M=-1120(F) N=-1120(F) O=-1120(F) Job 19-010518T Truss C6 Truss Type Common Qty 3 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:30 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-NN5fEoVGO2qcnQUxC72i9SM8w1fvHKh1EyLaBLzsPIR Scale = 1:55.5 T1 T2 B1 W3 W4 W5 W1 W2 HW2 T3 B2 A B C D E H G F 5x8 5x6 5x8 1.5x4 3x8 5x6 3x8 7-0-12 7-0-12 13-8-6 6-7-10 20-4-0 6-7-10 7-0-12 7-0-12 13-8-6 6-7-10 20-4-0 6-7-10 21-4-0 1-0-0 4- 7 - 1 3 9- 4 - 5 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-14], [C:0-4-0,0-3-4], [D:0-3-8,Edge], [D:0-1-9,0-5-13], [D:0-0-12,0-1-3], [F: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 0.98 0.31 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.02 0.05 (loc) D-F D-F D D-F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 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,W1: 2x4 DF Stud/Std WEDGE Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-1-1 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)H=974/Mechanical, D=1092/0-5-8 (min. 0-1-8) Max Horz H=-280(LC 9) Max UpliftH=-185(LC 9), D=-207(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-775/199, B-C=-783/189, C-D=-1373/217, A-H=-927/208 BOT CHORD G-H=-188/273, F-G=-63/997, D-F=-62/998 WEBS B-G=-40/256, C-G=-618/290, A-G=-111/561 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) 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) H=185, D=207. 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 19-010518T Truss C7 Truss Type Hip Qty 1 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:32 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-KlDQfUXWwf4K0kdJJY5AEtRXSrLulGzKiGqgGDzsPIP Scale = 1:51.5 0- 1 - 1 1 0- 1 - 1 1 T1 T2 T3 B1 W3 W4 W3 W5 W6 W1 W2 HW2 T4 B2 A B C D E F J I H G 5x6 5x6 5x6 5x8 1.5x4 3x4 3x8 5x6 3x8 6-3-8 6-3-8 7-10-0 1-6-8 14-1-0 6-3-0 20-4-0 6-3-0 6-3-8 6-3-8 7-10-0 1-6-8 14-1-0 6-3-0 20-4-0 6-3-0 21-4-0 1-0-0 4- 7 - 1 3 8- 8 - 8 8- 1 0 - 3 0- 6 - 3 8- 8 - 8 8.00 12 Plate Offsets (X,Y)-- [B:0-3-0,0-2-3], [C:0-3-0,0-2-3], [D:0-4-0,0-3-0], [E:0-3-8,Edge], [E:0-1-9,0-5-13], [E:0-0-12,0-1-3], [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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.27 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.07 0.02 0.04 (loc) E-G E-G E E-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 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* W6,W1: 2x4 DF Stud/Std WEDGE Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): B-C. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-I, B-H, C-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)J=974/Mechanical, E=1092/0-5-8 (min. 0-1-8) Max Horz J=-270(LC 9) Max UpliftJ=-172(LC 9), E=-207(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-744/176, B-C=-561/212, C-D=-836/180, D-E=-1389/219, A-J=-934/194 BOT CHORD I-J=-172/264, H-I=-41/511, G-H=-64/1016, E-G=-64/1018 WEBS B-I=-281/96, B-H=-140/408, D-H=-566/268, A-I=-103/589 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) 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) J=172, E=207. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 19-010518T Truss C8 Truss Type Hip Qty 1 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:35 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-kKvYIVZPDaSutBMu_getsV36X2OIyeonOD2KtYzsPIM Scale = 1:45.7 0- 1 - 1 1 0- 1 - 1 1 T1 T2 T3 B1 W3 W4 W3 W5 W6 W1 W2 HW2B2 A B C D E F J I H GK 5x6 5x6 1.5x4 3x4 3x8 3x6 5x6 5x6 3x8 4-9-8 4-9-8 9-4-0 4-6-8 14-10-0 5-6-0 20-4-0 5-6-0 4-9-8 4-9-8 9-4-0 4-6-8 14-10-0 5-6-0 20-4-0 5-6-0 21-4-0 1-0-0 4- 7 - 1 3 7- 8 - 8 7- 1 0 - 3 0- 6 - 3 7- 8 - 8 8.00 12 Plate Offsets (X,Y)-- [B:0-3-0,0-2-3], [C:0-3-0,0-2-3], [E:0-3-8,Edge], [E:0-1-9,0-5-13], [E:0-0-12,0-1-3], [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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.23 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.02 0.02 (loc) G E-G E E-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 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* W3,W4: 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 Sheathed or 5-4-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): B-C. 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)J=974/Mechanical, E=1092/0-5-8 (min. 0-1-8) Max Horz J=-253(LC 9) Max UpliftJ=-150(LC 9), E=-202(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-667/134, B-C=-667/210, C-D=-939/186, D-E=-1407/219, A-J=-944/165 BOT CHORD I-K=-76/504, H-K=-76/504, G-H=-75/1042, E-G=-75/1042 WEBS B-I=-383/106, B-H=-129/409, D-H=-468/233, A-I=-91/641 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) J=150, E=202. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 19-010518T Truss C9 Truss Type Common Qty 7 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:37 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-gj1JjBbflBic6VWH65hLxw8VXs20Qbb3rXXRxRzsPIK Scale = 1:43.0 T1 T2 B1 W2 W1 W2 W1 HW1 HW1B2 A B C D E F H GIJ 4x5 5x6 1.5x4 3x4 1.5x4 5x6 5x6 6-9-5 6-9-5 13-6-11 6-9-5 20-4-0 6-9-5 5-1-0 5-1-0 10-2-0 5-1-0 15-3-0 5-1-0 20-4-0 5-1-0 21-4-0 1-0-0 0- 6 - 3 7- 3 - 8 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [A:0-1-3,0-0-12], [A:0-5-13,0-1-9], [E:0-5-13,0-1-9], [E:0-1-3,0-0-12], [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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.28 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.11 0.03 0.04 (loc) G-H G-H E A-H l/defl >999 >999 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* W1: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-3-13 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=978/Mechanical, E=1096/0-5-8 (min. 0-1-8) Max Horz A=-191(LC 4) Max UpliftA=-175(LC 8), E=-210(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1435/250, B-C=-1244/307, C-D=-1215/298, D-E=-1406/240 BOT CHORD A-H=-242/1110, H-I=-59/713, I-J=-59/713, G-J=-59/713, E-G=-120/1047 WEBS C-G=-166/497, D-G=-351/226, C-H=-179/542, B-H=-382/235 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) A=175, E=210. 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 19-010518T Truss C10SGE Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:39 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-c5837tcvGpyKMpgfDWjp0LDr9fm_uPVMJr0Y0JzsPII Scale: 1/4"=1' T1 T1 B1 W2 W1 W2 W1 HW1 HW1 ST7 ST5 ST6 ST3 ST4 ST2 ST1 ST5 B2A B C D E F G N M L K J H I X 5x6 2x4 3x8 5x6 3x4 3x4 3x8 6-9-5 6-9-5 8-6-0 1-8-11 13-6-11 5-0-11 20-4-0 6-9-5 -1-0-0 1-0-0 5-1-0 5-1-0 10-2-0 5-1-0 15-3-0 5-1-0 20-4-0 5-1-0 21-4-0 1-0-0 0- 6 - 3 7- 3 - 8 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [B:0-3-8,Edge], [B:0-1-9,0-5-13], [B:0-0-12,0-1-3], [D:0-2-0,0-0-0], [F:0-1-15,Edge], [F:Edge,0-0-4], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.18 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.01 0.02 (loc) F-H F-H F F-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 126 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* W1: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std 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 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 8-9-8 except (jt=length) F=0-5-8, I=0-3-8. (lb) - Max Horz B=-196(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B, N except K=-275(LC 8), F=-165(LC 9), J=-215(LC 14) Max Grav All reactions 250 lb or less at joint(s) L, M, N except B=321(LC 19), K=982(LC 1), F=724(LC 1), I=342(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD D-E=-595/224, E-F=-780/165 BOT CHORD F-H=-38/545 WEBS D-H=-177/484, E-H=-370/230, D-K=-691/111, C-K=-399/242 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever 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, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, N except (jt=lb) K=275, F=165, J=215. 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 19-010518T Truss CJ1 Truss Type Diagonal Hip Girder Qty 2 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:42 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-1gqCmvfoZkKvDGOEveGWezrEDtnH5lto?pFCdezsPIF Scale = 1:33.4 T1 W3 B1 W1 W2 A B C D E H G F I J K L 3x6 4x5 3x4 3x4 2x4 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- 6 - 3 5- 9 - 1 3 5.66 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 0.83 0.14 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.01 0.01 (loc) H G-H G H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 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 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)G=724/Mechanical, B=768/0-7-6 (min. 0-1-8) Max Horz B=241(LC 23) Max UpliftG=-356(LC 8), B=-210(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-I=-965/283, C-I=-771/280, D-G=-283/187 BOT CHORD B-K=-388/759, H-K=-388/759, H-L=-388/759, G-L=-388/759 WEBS C-H=0/298, C-G=-815/412 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=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 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=356, B=210. 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) 84 lb down and 34 lb up at 2-8-7, 84 lb down and 34 lb up at 2-8-7, 112 lb down and 95 lb up at 5-6-6, 112 lb down and 95 lb up at 5-6-6, and 147 lb down and 155 lb up at 8-4-5, and 147 lb down and 155 lb up at 8-4-5 on top chord, and 1 lb down at 2-8-7, 1 lb down at 2-8-7, 13 lb down at 5-6-6, 13 lb down at 5-6-6, and 47 lb down at 8-4-5, and 47 lb down at 8-4-5 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=-27(F=-13, B=-13) H=-11(F=-6, B=-6) J=-209(F=-104, B=-104) L=-39(F=-20, B=-20) Job 19-010518T Truss D1GE Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:44 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-z3yyBag25LbdSaYd03J_jOxlcgVfZm75S7kJhXzsPID Scale = 1:41.6 T1 T1 B1 ST6 ST5 ST4 ST3 ST2ST1 ST5 ST4 ST3 ST2 B1 ST1 A B C D E F G H I J K L M N O Z Y X W V U T S R Q P 4x5 3x4 5x6 3x4 23-8-0 23-8-0 -1-0-0 1-0-0 11-10-0 11-10-0 23-8-0 11-10-0 24-8-0 1-0-0 0- 4 - 3 6- 3 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [U: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 0.07 0.02 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) O O N l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 116 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 23-8-0. (lb) - Max Horz B=114(LC 8) Max Uplift All uplift 100 lb or less at joint(s) B, V, W, X, Y, Z, T, S, R, Q, N, P Max Grav All reactions 250 lb or less at joint(s) B, U, V, W, X, Y, Z, T, S, R, Q, N, P 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever 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 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, V, W, X, Y, Z, T, S, R, Q, N, P. 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 19-010518T Truss D2 Truss Type Common Qty 4 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:46 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-vS3ibGiIdyrKhti08ULTop00aU5H1dlOwRDQmQzsPIB Scale = 1:39.6 T1 T2 B1 W2 W1 W2 W1 B2 A B C D E F H GIJ 3x6 4x5 5x6 1.5x4 3x4 1.5x4 3x6 7-10-11 7-10-11 15-9-5 7-10-11 23-8-0 7-10-11 5-11-0 5-11-0 11-10-0 5-11-0 17-9-0 5-11-0 23-8-0 5-11-0 24-8-0 1-0-0 0- 4 - 3 6- 3 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.40 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.21 0.05 0.06 (loc) G-H G-H E A-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 98 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 4-4-0 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)A=1134/0-5-8 (min. 0-1-8), E=1249/0-5-8 (min. 0-1-8) Max Horz A=-122(LC 13) Max UpliftA=-214(LC 8), E=-249(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2030/375, B-C=-1749/365, C-D=-1737/359, D-E=-2017/369 BOT CHORD A-H=-364/1716, H-I=-132/1120, I-J=-132/1120, G-J=-132/1120, E-G=-244/1701 WEBS C-G=-161/613, D-G=-474/241, C-H=-167/630, B-H=-483/244 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) A=214, E=249. 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 19-010518T Truss D3GRD Truss Type Common Girder Qty 1 Ply 2 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:50 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-oDJDRelphBLmAV0nNKPPzfBed5KBzG0_r3BdvBzsPI7 Scale = 1:38.9 T1 T1 B1 W4 W3 W2 W1 W4 W3W2 W1 B2 A B C D E F G K J I HLMNOPQRST U V 4x12 6x8 4x12 12x12 5x6 6x8 1.5x4 12x12 5x6 6x8 1.5x4 4-8-13 4-8-13 9-5-10 4-8-13 14-2-6 4-8-13 18-11-3 4-8-13 23-8-0 4-8-13 3-11-5 3-11-5 7-10-11 3-11-5 11-10-0 3-11-5 15-9-5 3-11-5 19-8-11 3-11-5 23-8-0 3-11-5 0- 4 - 3 6- 3 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [A:Edge,0-3-14], [G:0-0-10,Edge], [H:0-4-0,0-4-4], [K:0-4-0,0-4-4] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.91 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.37 0.10 0.13 (loc) J-K J-K G J-K l/defl >999 >756 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 261 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 BRACING- TOP CHORD Sheathed or 3-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=6986/Mechanical, G=6862/0-5-8 (min. 0-3-11) Max Horz A=-103(LC 32) Max UpliftA=-1336(LC 8), G=-1297(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-12534/2364, B-C=-12403/2385, C-D=-9390/1807, D-E=-9334/1805, E-F=-12090/2320, F-G=-12227/2299 BOT CHORD A-L=-2178/11185, L-M=-2178/11185, K-M=-2178/11185, K-N=-1681/8970, N-O=-1681/8970, J-O=-1681/8970, J-P=-1184/6700, P-Q=-1184/6700, I-Q=-1184/6700, I-R=-1574/8874, R-S=-1574/8874, S-T=-1574/8874, H-T=-1574/8874, H-U=-1998/10813, U-V=-1998/10813, G-V=-1998/10813 WEBS D-I=-873/4242, E-I=-1596/423, E-H=-618/3037, D-J=-875/4372, C-J=-1714/452, C-K=-690/3321, B-K=-324/154 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 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=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) 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) 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) A=1336, G=1297. 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) 964 lb down and 196 lb up at 0-7-4 , 960 lb down and 199 lb up at 2-7-4, 960 lb down and 199 lb up at 4-7-4, 960 lb down and 186 lb up at 6-7-4, 960 lb down and 164 lb up at 8-7-4, 964 lb down and 189 lb up at 10-7-4, 964 lb down and 189 lb up at 12-7-4, 964 lb down and 189 lb up at 14-7-4, 964 lb down and 189 lb up at 16-7-4, 964 lb down and 189 lb up at 18-7-4, and 964 lb down and 189 lb up at 20-7-4, and 966 lb down and 188 lb up at 22-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 Job 19-010518T Truss D3GRD Truss Type Common Girder Qty 1 Ply 2 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:51 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-GPtbf_mRSVTdofazw1xeVtjpNVgQijF73jwBRdzsPI6 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, A-G=-14 Concentrated Loads (lb) Vert: K=-960(B) L=-964(B) M=-960(B) N=-960(B) O=-960(B) P=-964(B) Q=-964(B) R=-964(B) S=-964(B) T=-964(B) U=-964(B) V=-966(B) Job 19-010518T Truss E1GE Truss Type Common Qty 1 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:52 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-kcR_sJn3CobUPo99UlSt24G6YvEYRPwHINgkz3zsPI5 Scale = 1:28.6 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 HW1 HW1 A B C D E F G H I N M L K J 4x5 3x4 3x8 3x4 3x8 12-0-0 12-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0- 6 - 3 4- 6 - 3 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-12], [B:0-1-15,Edge], [H:Edge,0-0-12], [H:0-1-15,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 0.07 0.02 0.04 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: 57 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 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-0-0. (lb) - Max Horz B=-123(LC 6) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever 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 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 19-010518T Truss F1 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:54 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-g_YkH?oJkQrCf6JYcAUL7VLMuit8vJ4alh9r2yzsPI3 Scale = 1:15.3 T1 W1 B1 HW1 A B C D 1.5x4 2x4 3x6 1.5x4 0-7-4 0-7-4 5-6-8 4-11-4 -1-0-0 1-0-0 5-6-8 5-6-8 5-8-0 0-1-8 0- 4 - 0 2- 5 - 8 2- 2 - 0 0- 3 - 8 2- 5 - 8 4.50 12 Plate Offsets (X,Y)-- [B:0-2-5,0-0-10], [B:0-1-4,1-1-6] 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 0.46 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.00 0.00 (loc) B-D B-D B l/defl >999 >866 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 21 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 BRACING- TOP CHORD Sheathed or 5-6-8 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)B=375/0-3-8 (min. 0-1-8), D=252/0-1-8 (min. 0-1-8) Max Horz B=100(LC 4) Max UpliftB=-101(LC 4), D=-77(LC 8) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever 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) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) B=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 19-010518T Truss F2 Truss Type Monopitch Qty 5 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:56 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-dNgUihqaG15wuQTxjbWpCwRdUWUjNDasD?ey6qzsPI1 Scale = 1:17.7 T1 W1 B1 HW1 A B C D E 1.5x4 1.5x4 2x4 3x6 0-7-4 0-7-4 6-1-8 5-6-4 7-0-0 0-10-8 -1-0-0 1-0-0 7-0-0 7-0-0 0- 4 - 0 2- 1 1 - 8 4.50 12 Plate Offsets (X,Y)-- [B:0-2-5,0-0-10], [B:0-1-4,1-1-6] 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 0.78 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.09 0.08 0.00 -0.06 (loc) B-E B-E B-E l/defl >741 >907 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 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 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=385/0-3-8 (min. 0-1-8), E=373/0-5-8 (min. 0-1-8) Max Horz B=119(LC 8) Max UpliftB=-96(LC 4), E=-114(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-273/126 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except (jt=lb) E=114. 5) 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 19-010518T Truss G1GE Truss Type Monopitch Qty 1 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:27:58 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-ZloF7NrqoeLd8jdJr0ZHHLW8yJHkr7N9gI72BjzsPI? Scale = 1:17.7 T1 W1 B1 ST1 ST2 A B C D E F I H G 1.5x4 1.5x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 0-6-12 -1-0-0 1-0-0 5-9-4 5-9-4 6-5-8 0-8-4 0- 4 - 1 3- 0 - 5 2- 9 - 8 5.00 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 0.08 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) E E l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 26 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 5-9-4 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.All bearings 5-9-4. (lb) - Max Horz B=124(LC 8) Max Uplift All uplift 100 lb or less at joint(s) G, B, I, H Max Grav All reactions 250 lb or less at joint(s) G, B, H except I=270(LC 1) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 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) G, B, I, H. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 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 19-010518T Truss G2 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:28:00 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-V8v?X3t4KGcLN1miyQblNmbPg7wUJ0ZS8cc9EczsPHz Scale = 1:21.4 T1 W1 B1 A B C D E 1.5x4 2x4 1.5x4 5-9-4 5-9-4 -1-0-0 1-0-0 5-9-4 5-9-4 8-5-8 2-8-4 0- 4 - 1 3- 9 - 1 2 2- 6 - 0 0- 3 - 8 3- 6 - 9 5.00 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 0.45 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.00 0.00 (loc) B-E B-E B l/defl >999 >764 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 25 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 5-9-4 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)B=334/0-3-8 (min. 0-1-8), E=539/0-1-8 (min. 0-1-8) Max Horz B=152(LC 8) Max UpliftB=-44(LC 8), E=-192(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-E=-500/216 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=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 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) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except (jt=lb) E=192. 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 19-010518T Truss G3 Truss Type Monopitch Qty 4 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:28:01 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-zKTNlOui5ZkC?BLuW86_v_8YMXFj2TpbMGLjn2zsPHy Scale = 1:17.0 T1 W1 B1 A B C D 1.5x4 2x4 1.5x4 5-9-4 5-9-4 -1-0-0 1-0-0 5-9-4 5-9-4 5-10-12 0-1-8 0- 4 - 1 2- 9 - 8 2- 6 - 0 0- 3 - 8 2- 9 - 8 5.00 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 0.51 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.00 0.00 (loc) B-D B-D B l/defl >999 >764 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 21 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 5-9-4 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)B=386/0-3-8 (min. 0-1-8), D=264/0-1-8 (min. 0-1-8) Max Horz B=113(LC 8) Max UpliftB=-82(LC 8), D=-85(LC 8) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever 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) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-010518T Truss H1 Truss Type Monopitch Qty 1 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:28:03 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-vjb8A4vzdB_wEVVHdZ8S_PDr6Ku8WJWuqaqprwzsPHw Scale = 1:39.5 T2 W3 B1 W1 W2 T1 A B C D F E 7x10 3x4 3x6 1.5x4 3x8 7-11-4 7-11-4 15-10-8 7-11-4 -1-0-0 1-0-0 7-11-4 7-11-4 15-10-8 7-11-4 16-0-0 0-1-8 0- 4 - 1 7- 0 - 1 6- 8 - 9 0- 3 - 8 7- 0 - 1 5.00 12 Plate Offsets (X,Y)-- [B:0-0-6,Edge], [D:0-0-13,0-1-8] 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 0.75 0.40 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.18 0.02 0.08 (loc) B-F B-F E B-F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 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 4-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt C-E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=878/0-5-8 (min. 0-1-8), E=761/0-1-8 (min. 0-1-8) Max Horz B=285(LC 8) Max UpliftB=-166(LC 8), E=-243(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1283/162, D-E=-264/126 BOT CHORD B-F=-345/1074, E-F=-347/1070 WEBS C-F=0/313, C-E=-1141/370 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=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 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) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=166, E=243. 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 19-010518T Truss J1 Truss Type JACK-CLOSED Qty 7 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:28:06 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-KIHGo6xrv6MV5yEsJhi9c1rLTYv4jk2LWY3TSFzsPHt Scale = 1:33.9 T1 W1 B1 HW1 A B C D H 1.5x4 1.5x4 4x5 8-0-0 8-0-0 -1-0-0 1-0-0 8-0-0 8-0-0 0- 6 - 3 5- 1 0 - 3 8.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-8] 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 0.75 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.32 0.03 0.18 (loc) D-G D-G B D-G l/defl >487 >293 n/a >518 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 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 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=482/0-5-8 (min. 0-1-8) Max Horz B=239(LC 8) Max UpliftD=-168(LC 8), B=-49(LC 8) Max Grav D=436(LC 15), B=482(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-294/171 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=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 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) D=168. 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 19-010518T Truss J1A Truss Type Jack-Open Qty 4 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:28:08 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-GhO1Doz5RjcDKGOEQ6kdhSwkXLgNBeYdzsYaW8zsPHr Scale = 1:24.6 T1 B1 A B C D3x4 5-10-15 5-10-15 -1-0-0 1-0-0 5-10-15 5-10-15 0- 6 - 3 4- 5 - 7 8.00 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 0.52 0.08 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: 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 2x6 DF 1800F 1.6E or 2x6 DF SS BRACING- TOP CHORD Sheathed or 5-10-15 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=223/Mechanical, B=398/0-5-8 (min. 0-1-8), D=39/Mechanical Max Horz B=185(LC 8) Max UpliftC=-144(LC 8), B=-49(LC 8) Max Grav C=223(LC 1), B=398(LC 1), D=96(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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever 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) B except (jt=lb) C=144. 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 19-010518T Truss J1B Truss Type Jack-Open Qty 4 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:28:09 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-ktyPQ7_kC1k4yQzQ_pFsEgT?kl1Mw5onCWH83azsPHq Scale = 1:18.2 T1 B1 A B C D3x4 3-10-15 3-10-15 -1-0-0 1-0-0 3-10-15 3-10-15 0- 6 - 3 3- 1 - 7 2- 8 - 4 3- 1 - 7 8.00 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 0.17 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -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: 17 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 BRACING- TOP CHORD Sheathed or 3-10-15 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=132/Mechanical, B=307/0-5-8 (min. 0-1-8), D=25/Mechanical Max Horz B=131(LC 8) Max UpliftC=-91(LC 8), B=-46(LC 8) Max Grav C=134(LC 15), B=307(LC 1), D=62(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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever 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) 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 19-010518T Truss J1C Truss Type Jack-Open Qty 4 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:28:11 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-gF49rp?_ke_nBj6p5EIKJ5YMfZjBN?H4gqmE7TzsPHo Scale = 1:11.7 T1 B1 A B C D3x4 1-10-15 1-10-15 -1-0-0 1-0-0 1-10-15 1-10-15 0- 6 - 3 1- 9 - 7 1- 4 - 4 1- 9 - 7 8.00 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 0.08 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) B B C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 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 2x6 DF 1800F 1.6E or 2x6 DF SS BRACING- TOP CHORD Sheathed or 1-10-15 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=49/Mechanical, B=214/0-5-8 (min. 0-1-8), D=13/Mechanical Max Horz B=77(LC 8) Max UpliftC=-38(LC 8), B=-44(LC 8) Max Grav C=52(LC 15), B=214(LC 1), D=32(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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever 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) 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 19-010518T Truss LG1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SI309 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Jan 23 16:28:13 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:NXQ1DglzhtROScLaybU3UCzceu5-deCwGV1EGFEVR1GCDfKoOWejXMPTrudN78FLCLzsPHm Scale = 1:37.3 T1 T1 B1 ST3 ST2 ST1 ST2 ST1A B C D E F G L K J I H2x4 4x5 2x4 10-4-8 10-4-8 5-2-4 5-2-4 10-4-8 5-2-4 0- 0 - 4 6- 2 - 1 3 0- 0 - 4 14.42 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 0.05 0.02 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - G l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 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 10-4-8. (lb) - Max Horz A=-161(LC 4) Max Uplift All uplift 100 lb or less at joint(s) G except A=-101(LC 6), K=-178(LC 8), L=-139(LC 8), I=-178(LC 9), H=-139(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, G, J, K, L, I, H 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) G except (jt=lb) A=101 , K=178, L=139, I=178, H=139. 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