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Home My WebLink AboutTRUSS SPECS - 18-00511 - 2201 Summerfield Ln - New SFRJob 18-091900T Truss A03 Truss Type Common Qty 24 Ply 1 KARTCHNER SF10BB8 ATHENS Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Sep 11 10:07:40 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-U58xkkPmPXRwOC1AOPE4m_0jzByiAft783cSMQyejcn Scale = 1:67.1 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4T1 T1 B1B2B2AB C D E F G H I L K JMNOP 5x6 5x6 5x8 5x8 3x4 5x8 5x8 3x4 5x8 5x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 40-0-0 10-0-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 41-0-0 1-0-0 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-4-0,0-3-0], [G:0-4-0,0-3-0], [H:0-1-11,Edge], [J:0-4-0,0-3-0], [K:0-4-0,0-3-4], [L:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.68 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.56 0.16 0.13 (loc) K-L K-L H B-L l/defl >999 >851 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. WEBS 1 Row at midpt F-K, D-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2046/0-5-8 (min. 0-2-3), H=2046/0-5-8 (min. 0-2-3) Max Horz B=-186(LC 13) Max UpliftB=-400(LC 8), H=-400(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3665/679, C-D=-3267/625, D-E=-2293/478, E-F=-2293/478, F-G=-3267/626, G-H=-3665/680 BOT CHORD B-L=-693/3150, L-M=-465/2567, M-N=-465/2567, K-N=-465/2567, K-O=-306/2567, O-P=-306/2567, J-P=-306/2567, H-J=-508/3150 WEBS E-K=-264/1418, F-K=-927/359, F-J=-108/558, G-J=-488/252, D-K=-927/359, D-L=-108/558, C-L=-488/252 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 400 lb uplift at joint B and 400 lb uplift at joint H. 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 18-091900T Truss A04 Truss Type Common Qty 1 Ply 1 KARTCHNER SF10BB8 ATHENS Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Sep 11 10:07:43 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-ugq3MmRfiSpVFfll3XnnOdeMsO8gN3zaq1r6zlyejck Scale = 1:69.5 T2 T2 B1 ST10ST9ST8ST7ST6ST5ST4ST3ST2ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 B1B2AB C D E F G H I J K L M N O P Q R S T U V W X Y AR AQ AP AO AN AM AL AK AJ AI AH AG AF AE AD AC AB AA Z 3x6 5x6 3x6 3x6 5x6 5x6 3x6 40-0-0 40-0-0 -1-0-0 1-0-0 20-0-0 20-0-0 40-0-0 20-0-0 41-0-0 1-0-0 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [E:0-1-14,Edge], [U:0-1-14,Edge], [AG:0-3-0,0-3-0], [AK: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 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) Y Y X l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 248 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST10,ST9,ST8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt M-AI, L-AJ, N-AH MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 40-0-0. (lb) - Max Horz B=-186(LC 13) Max Uplift All uplift 100 lb or less at joint(s) B, AJ, AK, AL, AM, AN, AO, AP, AQ, AR, AH, AG, AF, AE, AD, AC, AB, AA, Z, X Max Grav All reactions 250 lb or less at joint(s) B, AI, AJ, AK, AL, AM, AN, AO, AP, AQ, AR, AH, AG, AF, AE, AD, AC, AB, AA, Z, X FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD L-M=-57/270, M-N=-57/262 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, AJ, AK, AL, AM, AN , AO, AP, AQ, AR, AH, AG, AF, AE, AD, AC, AB, AA, Z, X. 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 18-091900T Truss A06 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF10BB8 ATHENS Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Sep 11 10:07:47 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-nS4aC7U9mgJxkH3WINsjZTpt6?QMJlw9lfpJ6Wyejcg Scale = 1:67.1 T2 T2 B1 W1 W2 W4 W5 W6 W3 W4 W5W6 ST14 ST15 ST13 ST11 ST12 ST9 ST10ST8ST6 ST7 ST4 ST5 ST3 ST2 ST1 ST16 ST17 ST18 ST19 ST20 ST21 ST8 ST6 ST7 ST4 ST5 ST3 ST2 ST1T1T1 B1B2AB C D E F G H I N M L K J BO BK BL BM BN 5x8 5x8 3x6 5x8 3x8 3x4 5x6 3x4 3x4 3x6 6-5-10 6-5-10 12-11-4 6-5-10 18-7-12 5-8-8 27-0-12 8-5-0 33-6-6 6-5-10 40-0-0 6-5-10 -1-0-0 1-0-0 6-5-10 6-5-10 12-11-4 6-5-10 20-0-0 7-0-12 27-0-12 7-0-12 33-6-6 6-5-10 40-0-0 6-5-10 41-0-0 1-0-0 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [C:0-4-0,0-3-0], [G:0-4-0,0-3-0], [K:0-3-0,0-3-0], [M:0-4-0,0-3-0], [AB:0-1-15,0-0-12], [AE:0-1-15,0-0-12], [BA:0-1-15,0-0-12], [BD:0-1-15,0-0-12] 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 0.82 0.36 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.02 0.05 (loc) K-L K-L H H-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 324 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* W1,W2,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST13: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt E-L, F-L, D-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-5-8 except (jt=length) L=0-3-8, H=0-3-8. (lb) - Max Horz B=-186(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except B=-109(LC 8), M=-239(LC 8), L=-472(LC 9), H=-219(LC 9) Max Grav All reactions 250 lb or less at joint(s) except B=594(LC 19), M=996(LC 19), L=2185(LC 1), H=902(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-588/165, C-D=-97/580, D-BO=-31/708, E-BO=-18/857, E-F=-11/654, F-G=-557/178, G-H=-1274/286 BOT CHORD B-N=-127/418, M-N=-129/415, M-BK=-402/268, BK-BL=-402/268, BL-BM=-402/268, L-BM=-402/268, L-BN=0/396, K-BN=0/396, J-K=-161/1026, H-J=-160/1029 WEBS E-L=-1177/193, F-L=-1024/362, F-K=-51/459, G-K=-716/257, D-L=-356/187, D-M=-566/212, C-M=-710/264 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 109 lb uplift at joint B, 239 lb uplift at joint M, 472 lb uplift at joint L and 219 lb uplift at joint H. 9) Following joints to be plated by qualified designer: Joint(s) E, 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 174 lb down and 113 lb up at 17-3-4 on top chord, and 47 lb down at 13-3-4, and 47 lb down at 15-3-4, and 47 lb down at 17-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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) StandardContinued on page 2 Job 18-091900T Truss A06 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF10BB8 ATHENS Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Sep 11 10:07:47 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-nS4aC7U9mgJxkH3WINsjZTpt6?QMJlw9lfpJ6Wyejcg 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, B-H=-14 Concentrated Loads (lb) Vert: BK=-20(F) BL=-20(F) BM=-20(F) BO=-104(F) Job 18-091900T Truss B01 Truss Type Common Qty 2 Ply 1 KARTCHNER SF10BB8 ATHENS Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Sep 11 10:07:48 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-FedyPTVoX_RnLRejs4Ny5gL9GPmj2JYJ_JYteyyejcf Scale = 1:36.7 T1 T2 B1 W1 W2 W1 W2 B2 A B C D E F H G 3x6 4x5 5x6 1.5x4 3x4 1.5x4 3x6 7-2-0 7-2-0 14-4-0 7-2-0 21-6-0 7-2-0 5-4-8 5-4-8 10-9-0 5-4-8 16-1-8 5-4-8 21-6-0 5-4-8 22-6-0 1-0-0 0- 4 - 3 5- 8 - 1 1 6- 2 - 7 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [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 0.34 0.35 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.13 0.04 0.04 (loc) A-H A-H E A-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 89 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)A=1036/0-3-8 (min. 0-1-8), E=1144/0-3-8 (min. 0-1-8) Max Horz A=-113(LC 13) Max UpliftA=-195(LC 8), E=-229(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1865/345, B-C=-1606/334, C-D=-1595/329, D-E=-1853/339 BOT CHORD A-H=-334/1580, G-H=-121/1028, E-G=-223/1566 WEBS C-G=-147/563, D-G=-438/221, C-H=-153/579, B-H=-446/224 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint A and 229 lb uplift at joint E. 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 18-091900T Truss B02 Truss Type Common Qty 1 Ply 1 KARTCHNER SF10BB8 ATHENS Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Sep 11 10:07:50 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-B1liq9W23bhVbko5zVPQA5RZ5DX?WEqcRd1_jryejcd Scale = 1:38.6 T1 T2 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B2 A B C D E F G H I J K L V U T S R Q P O N M3x4 4x5 3x4 3x4 21-6-0 21-6-0 10-9-0 10-9-0 21-6-0 10-9-0 22-6-0 1-0-0 0- 4 - 3 5- 8 - 1 1 6- 2 - 7 0- 4 - 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) L K K l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 100 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 21-6-0. (lb) - Max Horz A=-113(LC 13) Max Uplift All uplift 100 lb or less at joint(s) A, S, T, U, V, Q, P, N, M, K Max Grav All reactions 250 lb or less at joint(s) A, R, S, T, U, Q, P, N, M, K except V=280(LC 19) 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) A, S, T, U, V, Q, P, N, M, K. 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 18-091900T Truss C01 Truss Type Common Qty 3 Ply 1 KARTCHNER SF10BB8 ATHENS Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Sep 11 10:07:52 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-7PtTFrYIbCxDq2xU5wSuFWWoY065_8uuvxW4okyejcb Scale = 1:23.0 T1 T2 B1 W1 A B C D E 5x6 3x6 3x6 1.5x4 6-7-0 6-7-0 13-2-0 6-7-0 -1-0-0 1-0-0 6-7-0 6-7-0 13-2-0 6-7-0 0- 4 - 3 3- 7 - 1 1 4- 1 - 7 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-1-8], [D:0-2-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.39 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.11 0.01 0.05 (loc) D-E D-E D D-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-9-13 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)D=617/0-5-8 (min. 0-1-8), B=737/0-5-8 (min. 0-1-8) Max Horz B=76(LC 12) Max UpliftD=-116(LC 9), B=-153(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-893/154, C-D=-891/149 BOT CHORD B-E=-83/680, D-E=-83/680 WEBS C-E=0/258 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) D=116, B=153. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 18-091900T Truss C02 Truss Type Common Qty 1 Ply 1 KARTCHNER SF10BB8 ATHENS Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Sep 11 10:07:53 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-bbRrTBZwLW34SCWgfez7ok34KQY0jcB27bGeKAyejca Scale = 1:24.5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H I N M L K J 4x5 3x4 3x4 13-2-0 13-2-0 -1-0-0 1-0-0 6-7-0 6-7-0 13-2-0 6-7-0 14-2-0 1-0-0 0- 4 - 3 3- 7 - 1 1 4- 1 - 7 0- 4 - 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.02 0.04 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: 54 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-2-0. (lb) - Max Horz B=67(LC 8) 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 18-091900T Truss J01 Truss Type Jack-Open Qty 3 Ply 1 KARTCHNER SF10BB8 ATHENS Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Tue Sep 11 10:07:55 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-Y_YbtsaBt7JohVg3m3?bt98LLECYBWFLbvlkO3yejcY Scale = 1:16.7 T1 B1 A B C D2x4 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0- 4 - 3 2- 1 0 - 3 3- 3 - 1 5 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -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: 16 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)C=188/Mechanical, B=349/0-3-8 (min. 0-1-8), D=34/Mechanical Max Horz B=120(LC 8) Max UpliftC=-99(LC 8), B=-68(LC 8) Max GravC=188(LC 1), B=349(LC 1), D=81(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