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Home My WebLink AboutTRUSS SPECS 1 - 18-00271 - 251 Baldwin Dr - New SFR18-056506T U s I NGABLE pe KA SS — QtY Ply RTCHNER FS587 ROCKFORD B . i 1 ! 1 BMC WEST (IDAHO FALLS), FALLS, ro 83402 --'— Job Reference (optional) 8.110 s Oct 20 2017 MiTek IndustriesI T----� --- _-- _----- Inc c? 9) ID:hHmJKFUe1ZgN7Tz. ue May 15 15.28:20 2018 Page 1 .1-0-Q _hxXA_Nyfuoq-adkiudcvyfjPJc3HSVdWNiiNw9ALFVKCRFI CjFzGCA9 i-0-0 14 _ _ ._ 28-0-0 29-0-0 14-0-0 _ -- -1-0-6 4x5_ Scale: 1/4"=1' 6.00 12 I 9A119241" Y X W 5x6 --. V U T S R 3x4 - — -- -- -- -- — --------------------------- ----------------_ - - 28-0-0 ----------------------- _Plate Offsets (X Y)- jF 0-3-0 0-3-01 IL 0-3 0 0 3 Ol, fX:0-3-0,0-3-01 28-0-0 ------ - --------- --------_-- LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.15 TC 0.06 DEFL. in (loc) I/defl L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.15 BC 0.02 BCLL 0.0 Vert(LL) 0.00 Vert(CT) -0.00 Q n/r 120 Q n/r 120 MT20 220/195 Rep Stress Incr YES WB 0.13 BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH Horz(CT) 0.01 P n/a n/a Weight: 147 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF 180OF TOP CING- HORD Sheathed or 6-0-0 oc purlins. -N 1.6E OTHERS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 28-0-0. _Installation guide. Ob) - Max Horz B=-133(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) B, Y, Z, AA, AB, AC, AD, W, V, Max Grav All reactions 250 Ib or less at joint(s) B, X, Y, Z, AA, AB, U, T, S, P, R AC, AD, W, V, U, T, S, P, R 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=91 mph; 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 Ib uplift at joint(s) B, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R. 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 18-056506T . I A2 I Common 6.00 F12 4x5 = Scale: 1/4"=1' oxo = 5x8 = 3x6 = co ]4 O 9-4 0 _Plate Offsets (X Y)-- [C:0-4-0 Edgel rE:0-4-0 Edgel rH 0-4-0 0-3-01 rl 0 4 0 0 3 Ol 9-4-0 28-0-0 -- --� 9-4-0 LOADING (psf) TCLL 30.0 SPACING- 2-0-0 Plate Grip DOL 1.15 CSI. TC 0.53 DEFL. in (loc) I/defl L/d PLATES GRIP TCDL 7.0 BCLL 0.0 Lumber DOL 1.15 BC 0.48 Vert(LL) -0.28 Vert(CT) -0.37 H-1 >999 360 H-1 >891 240 MT20 220/195 BCDL 7.0 Rep Stress Incr YES Code IRC2015/TP12014 WB 0.19 Matrix Horz(CT) 0.06 F n/a n/a -SH Wind(LL) 0.09 B-1 >999 240 Weight: 117 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF 180OF TOP CING- HORD Sheathed or 4-0-8 oc purlins. -N 1.6E WEBS 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 180OF 1.6E *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2: 2x4 DF Stud/Std that Stabilizers and required cross bracinging �Mi:Tek�recommends truss erection, in accordance with StabilizerREACTIONS. (Ib/size) B=1308/0-5-8 (min.0-1-8), F=1308/0-5-8 (min. 0-1-8)e. Max Horz B=-133(LC 13) Max UpliftB=-289(LC 8), F=-289(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2158/441, C -D=-1867/431, D -E=-1867/431, E -F=-2158/442 BOT CHORD B-1=-429/1827, 1-J=-158/1194, J -K=-158/1194, H -K=-158/1194, F -H=-297/1827 WEBS D -H=-197/676, E -H=-505/288, D -I=-197/676, C -I=-505/288 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; 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.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=289, F=289. 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 o russ russ ype y y KARTCHNER FS5137 ROCKFORD B 18-056506T A3 Common 11 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Job Reference o tional 8.110s( 20 2017 MiTek Industries, Inc. Tue May 1515:28:24 2018 Page 1 ID:hHmJKFUe 1 ZgN7Tz_hxXA_Nyfuoq-TPzCj_fQ?uDgoEN3hkhSXYsxPmRvBIJoMs?Qs1 zGCAS 1-0-0, 7-0-0 ie_n_n t -u-0' 7-0-0 7 0-028-0-0 7-0-0 7-0-0 4x5 = 6.00 12 Scale = 1:46.9 5x8 = 5x8 = 3x6 = 28-0-0 Plate Offsets (X Y)-- fC:0-4-0 Edgel IG:O 4-0 0-3-01 fH 0-4-0 0-3-01 �� U s 4-0 LOADING (psf) TCLL 30.0 SPACING- 2-0-0 Plate Grip DOL 1.15 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.15 TC 0.54 BC 0.49 Vert(LL) Vert(CT) -0.28 -0.37 G -H G >999 >893 360 MT20 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.06 -H F n/a 240 BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH Wind(LL) 0.10 F -G >999 n/a 240 Weight: 115 Ib FT = 20% TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 180OF 1.6E TOP CING- HORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except' W2: 2x4 DF Stud/Std REACTIONS. (Ib/size) F=1210/0-5-8 (min. 0-1-8), B=1310/0-5-8 (min. 0-1-8) Max Horz B=141 (LC 8) Max UpliftF=-254(LC 9), B=-289(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2163/442, C -D=-1872/432, D -E=-1880/436, E -F=-2174/448 BOT CHORD B -H=-438/1831, H -I=-167/1199, 1-J=-167/1199, G -J=-167/1199, F -G=-321/1844 WEBS D -G=-201/687, E -G=-512/291, D -H=-197/676, C -H=-505/288 Sheathed or 3-11-11 oc purlins. Rigid ceiling directly applied or 9-11-14 oc bracing. MiT�remends that Stabilizers and required cross bracing be iuring truss erection, in accordance with Stabilizer Instide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; 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.Opsf 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.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) F=254, B=289. 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 --- 'Truss _. _ Truss Type 18-056506T A4 GABLE BMC WEST (IDAHO FALLS), IDAHO FALLS, 11) 63462-- _ -------"--- --- "- 1-0-0 14-0-0 --- 14-0-0 Y O 6.00 r12 Qty 1PTY KARTCHNER FS5B7 ROCKFORDB -- "-----" 1 i 1f Job Reference8. 1(optional) __-_ yy ID:hHmJKFUe1Zq N7Tz_hxXANyfuuoq�Pn5z8ghgXVUYlXXRp9kwdzyP4aDffCt5pAUWxv GC A3 28-0-0 14_0_0 4x5 Scale: 114"=1' AC AB AA Z Y X W V U T S R Q 3x4 = 5x6 -- M O ------------- --- --- -- - — — 28-0-0 ate Offsets (X Y)-- [F•0-3-0,0-3-01, [W:0-3-0,0-3-01 26-6-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.15 TC 0.06 DEFL. in (loc) I/deft Ud PLATES GRIP TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(LL) -0.00 Vert(CT) -0.00 A n/r 120 MT20 220/195 A n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.13 BCDL 7.0 Horz(CT) 0.00 P n/a n/a Code IRC2015ITP12014 Matrix -SH Weight: 145 Ib FT = 20% LUMBER- TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BRACING - BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins. OTHERS 2x4 OF Stud/Std 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 REACTIONS. All bearings 28-0-0. Installation guide. (Ib) - Max Horz B=141(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) B, X, Y, Z, AA, AB, AC, V, U, T, S, R, Q Max Grav All reactions 250 Ib or less at joint(s) P, B, W, X, Y, Z, AA, AB, AC, V, U, T, S, R, Q 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=9l mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; 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.Opsf 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 Ib uplift at joint(s) B, X, Y, Z, AA, AB, AC , V, U. T, S, R, Q. 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 -J-Ob --- - trru55 Type-- OtY TPIy !MRTCHNERFS567ROCKFORD-B-- .-. -.- ..... ..... .... B1 18-056506T GABLE 1! BMC WEST IDAHO FALLS), IDAHO FALLS, ID 83402 - - ----- --------_-- - - _-_;8ob Reference (optional) -1-0-0 12-0-0 _ _. 1200 - _ 8.110 s Oct0 2017 Mi ek Industr'ies, Inc Tue May 15 - 282$ - --- Pagel ID: hHmJKFUe 1 ZgN7Tz_hxXA_Nyfuoq-LAD1ZMix36kGGrggwamOiOlj?Nvc78TOHUZd?ozGCA1 12-6-0- ---- 24-0-0 _ -- -- 25-0.0_ -12-6-0 - 1-0-0 Scale = 1:41.7 4x5 -- G I � F 5.00 12 H I Q E \ m v� C\��1'�. T4 ST4 K ST2 T1 I STP ST2 �. B ., ,/� ST1 A iri 3x4 = V U T S l R Q P O N 3x4 = 5x6 r--- ----- 24-0-0 Plate Offsets (X Y)- [R•0-3-0,0-3-01 24-0-0 --- ---- --- ------ _--__ __ _, LOADING (psf) SPACING- 2-0-0CSI. TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 DEFL. in ( loc I/defl L/d GRIP TCDL 7.0 Lumber DOL 1.15 BCLL 0.0 BC 0.06 Vert(LL) 0.00 n/r 120 MTT220ES 220/195 Vert(CT) 0.01 M n/r 120 Rep Stress Incr YES BCDL 7.0 Code IRC2015/TP12014 WB 0.06 Matrix-SH Horz(CT) 0.00 L n/a n/a Weight: 107 Ib FT = 20% LUMBER- TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 180OF 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF-N 180OF TRRACING- OP CHORD Sheathed or 6-0-0 oc purlins. 1.6E OTHERS 2x4 DF Stud/Std 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 REACTIONS. All bearings 24-0-0. 1 Installation guide. Ib) - Max Horz B=-96(LC 13) Max Uplift All uplift 100 Ib or less atjoint(s) B, S, T, U, Q, P, 0, L except Max Grav All reactions 250 Ib or less atjoint(s) B, R, S, T, U, Q, P, 0, L V=-118(LC 8), N=-118(LC 9) except V=337(LC 19), N=337(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-V=-264/137, K-N=-264/136 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; 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.Opsf 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 Ib uplift atjoint(s) B, S, T, U, Q, P, 0, L except Qt=1b) V=118, N=118. 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 18-056506T IBz -0-0 45 = Scale = 1:41.7 5x6 = 3x6 = 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.15 TC 0.38 DEFL. in (loc) I/deft L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.15 BC 0.40 BCLL 0.0 * Rep Stress Iner Vert(LL) -0.11 Vert(CT) -0.18 1 >999 360 MT20 220/195 H-1 >999 240 YES WB 0.27 BCDL 7.0 Code IRC2015TTP12014 Matrix -SH Horz(CT) 0.06 Wlnd(LL) 0.06 F n/a n/a B-1 >999 240 Weight: 96 Ib FT = 20% 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 TOP CHORD Sheathed or 4-3-6 oc purlins. WEBS 2x4 DF Stud/Std 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 REACTIONS. (Ib/size) B=1132/0-3-8 (min. 0-1-8), F=1132/0-3-8 (min. 0-1-8) Installation quide. Max Horz B=-96(LC 13) Max UpliftB=-255(LC 8), F=-255(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2132/446, C -D=-1832/393, D -E=-1832/394, E -F=-2132/446 BOT CHORD B -I=-435/1890, H-1=-180/1236, F -H=-339/1890 WEBS D -H=-156/613, E -H=-465/244, D -I=-156/613, C -I=-465/244 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; 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.Opsf 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 Ib uplift at joint(s) except Qt=1b) B=255, F=255. 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 :Truss 18-056506T C1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 -1-0-0 5-6-0 00 5-6-0 Truss -Type - GABLE (1--- PFY Y y 1KARTCHNER FS567 ROCKFORD B 1 - -_--- - ----- --. ! Job Reference (optional) 8.110s Oct 202017 MiTek Industries, Inc - Tue May 15 1528:31 2018 -Page 1 ID:hHmJKFUe1ZgN7Tz_hxXA Nyfuoq-mlusBNIpM16r71PPc)J5K1fBCbugKNLgzSCHc7zGCA_ 11-0-0 16-6-0 22-0-0 23-0-0 5-6-0 5-0 - - 5-6.0 ,i-0.0� 2x4_ 5x6 = 1E Scale = 1:47.2 3x4 = L Z K 3x4 J I H 5x6 = 7-4-0 10 10 8 - --------- -- - ----- - -- 8-6_g - 14-8-0 -- - 3.9 8- - - --`------ - -- 220-0 ---------- Plate Offsets (X YL[B:Edge,0-1-81 fD:0-2-0 0-0-01 fF•0-1-0,0-1-81,fJ:0-3-0.0-3-01 74-0 LOADING (psf) SPACING- 2-0-0 CSL TCLL 30.0 Plate Grip DOL 1.15 TC 0.31 DEFL. in (loc) I/defl L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.15 BC 0.22 BCLL Vert(LL) 0.06 Vert(CT) -0.10 B -M >999 360 B -M >999 240 MT20 220/195 0.0 Rep Stress Incr YES WB 0.56 BCDL 7.0 Code IRC2015/TP12014 Matrix Horz(CT) 0.01 F n/a n/a -SH Wind(LL) 0.03 B -M >999 240 Weight: 134 Ib FT = 20% LUMBER- TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E BRACING - BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF 180OF TOP CHORD Sheathed or 6-0-0 oc purlins. -N 1.6E WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W2: 2x4 DF Stud/Std - MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF Stud/Std be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-1-8 except (jt=length) B=0-5-8, L=0-3-8, L=0-3-8. (lb) - Max Horz B=-184(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) H, F except B=-166(LC 8), J=-253(LC 9) Max Grav All reactions 250 Ib or less at joint(s) K, I, H, L, L except B=676(LC 1), J=101 O(LC 1), F=298(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-788/178, C -D=-589/206, D -E=-9/295 BOT CHORD B -M=-185/641 WEBS D -J=-730/189, E -J=-396/246, D -M=-175/479, C -M=-375/235 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; 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.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) H, F except Qt=1b) B=166, J=253. 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 18-056506T IC2 a, Common ff 4x5 11 Scale =1:41.7 5x6 = 3x4 = LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E TROP NG- CIHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD WEBS 2x4 DF 1800F 1.6E or 2x4 DF No. 1 &Btr or 2x4 DF -N 1800F 1.6E 'Except* W2: 2x4 DF Stud/Std REACTIONS. (Ib/size) B=1044/0-5-8 (min. 0-1-8), F=1044/0-5-8 (min. 0-1-8) Max Horz B=184(LC 7) Max UpliftB=-229(LC 8), F=-229(LC 9) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1481/293, C -D=-1281/321, D -E=-1281/321, E -F=-1481/294 BOT CHORD B -I=-283/1210, I -J=-87/784, J -K=-87/784, H -K=-87/784, F -H=-15911177 WEBS D -H=-163/526, E -H=-357/231, D -I=-163/525, C -I=-357/231 PLATES GRIP MT20 220/195 Weight: 97 Ib FT = 20% �o Sheathed or 5-3-5 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. [MiTekat Stabilizers and required cross bracings erection, in accordance with Stabilizer NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; 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.Opsf 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.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=229, F=229. 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 74-0 7 4-0 14-8-0 Plate Offsets (X Y)-- [H:0-3-0,0-3-01 7-4-0 LOADING (psf) TCLL 30.0 SPACING- 2-0-0 Plate Grip DOL 1.15 CSI. DEFL. in (loc) I/deft L/d TCDL 7.0 Lumber DOL 1.15 TC 0.31 BC 0.29 Vert(LL) -0.11 H-1 >999 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Vert(CT) Horz(CT) -0.15 0.03 H-1 F >999 240 BCDL 7.0 Code IRC2015/TP12014 Matrix -SH WindICL) 0.04 B-1 n/a >999 n/a 240 LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E TROP NG- CIHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD WEBS 2x4 DF 1800F 1.6E or 2x4 DF No. 1 &Btr or 2x4 DF -N 1800F 1.6E 'Except* W2: 2x4 DF Stud/Std REACTIONS. (Ib/size) B=1044/0-5-8 (min. 0-1-8), F=1044/0-5-8 (min. 0-1-8) Max Horz B=184(LC 7) Max UpliftB=-229(LC 8), F=-229(LC 9) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1481/293, C -D=-1281/321, D -E=-1281/321, E -F=-1481/294 BOT CHORD B -I=-283/1210, I -J=-87/784, J -K=-87/784, H -K=-87/784, F -H=-15911177 WEBS D -H=-163/526, E -H=-357/231, D -I=-163/525, C -I=-357/231 PLATES GRIP MT20 220/195 Weight: 97 Ib FT = 20% �o Sheathed or 5-3-5 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. [MiTekat Stabilizers and required cross bracings erection, in accordance with Stabilizer NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; 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.Opsf 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.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=229, F=229. 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 5-6-0 u. irnrwnruelLglV/Iz_hxXA_Nytuoq-eW8N11oKQGcHcwjArY02UtpmdC41G8/ 1 1-0-0 5-6-0 5-6-0 5 60 22-0-0 5-6-0 5x6 II 4x1Z 11 10x12 MT20HS= 412 11 4x12 Q 16-6-0 M Io Scale = 1:41.1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.15 TC 0.73 DEFL. in loc I/deft L/d TCDL 7.0 Lumber DOL 1.15 BC 0.95 BCLL 0.0 * Rep Stress Incr Vert(LL) -0.21 Vert(CT) -0.30 G -H >999 360 G -H >852 240 MT20ES 220/195 MT20HS NO WB 0.77 BCDL 7.0 Code IRC2015/TP12014 Matrix Horz(CT) 0.09 E n/a n/a 165/146 -SH Wlnd(LL) 0.12 G -H >999 240 Weight: 231 Ib FT = 20% LUMBER- TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BRACING - TOP CHORD BOT CHORD 2x6 DF 1.6E or 2x6 DF SS Sheathed or 3-5-8 oc purlins. WEBS 2x4 DF Stud/Std *Except* Stud/ BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W1: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF WEDGE -N 180OF 1.6E Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std REACTIONS. (Ib/size) A=6891/0-5-8 (min. 0-3-11), E=6961/0-5-8 (min. 0-3-11) Max Horz A=-168(LC 23) Max UpliftA=-1497(LC 8), E=-1512(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-11206/2422, B -C=-7537/1673, C -D=-7538/1673, D -E=-11220/2426 BOT CHORD A -I=-2109/9501, I -J=-2109/9501, H -J=-2109/9501, H -K=-2109/9501, K -L=-2109/9501, L -M=-2109/9501, G -M=-2109/9501, G -N=-1999/9515, N -O=-1999/9515, O -P=-1999/9515, F -P=-1999/9515, F -Q=-1999/9515, Q -R=-1999/9515, E -R=-1999/9515 WEBS C -G=-1542/7098, D -G=-3617/917, D -F=-708/3466, B -G=-3601/913, B -H=-704/3453 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 0-7-0 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=91 mph; 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) A=1497, E=1512. 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) 1196 Ib down and 268 Ib up at 2-0-12, 1196 Ib down and 268 Ib up at 4-0-12,1196 Ib down and 268 Ib up at 6-0-12,1196 Ib down and 268 Ib up at 8-0-12,1196 Ib down and 268 Ib up at 10-0-12, 1196 Ib down and 268 Ib up at 12-0-12,1196 Ib down and 268 Ib up at 14-0-12, 1196 Ib down and 268 Ib up at 16-0-12, and 1196 Ib down and 268 Ib up at 18-0-12, and 1196 Ib down and 268 Ib up at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. TAMbtir A3E($pg3t4ihdard °Truss russ ype ::::::::]7ty Y�KARTCH7NERR FS5B7ROCKFORD B 18-056506T C3 Common Girder BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 nce (optional) 8.110 s Oct 20 2017 MiTek Industries, Inc. Tue May 1515:28:35 2018 Page 2 ID:hHmJ KFUe 1 Zq N7Tz_hxXA_Nyfuoq-eMN 1 IOKQGcHcwjArYO2UtpmdC4lG8AQu4AVkuzGC9w w—. a'Karzta) atanoar° 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-74, C -E=-74, A -E=-14 Concentrated Loads (Ib) Vert: 1=-1196(B) J=-1196(6) K= -1196(B) L= -1196(B) M= -1196(B) N= -1196(B) 0=-1196(B) P= -1196(B) Q=-1196(6) R=-1196(6) "Job _ --- russ 18-056506T .;D1 BMC WEST (IDAHO FALLS), IDAHO FALLS, 11) 821402 -1-0-0 1-0-0 }---- — 6 yNe ;Qty --Ply KARTCHNER FS5a7 ROCKFORD B - Common 1 1 - ---;Job Reference (optional) - — 8.110 s Oct 20 2017 MiTek Industries, Inc Tue Mayy 15 1528:37 2018 Page 1 ID:hHmJKFUe1ZgN7Tz_hxXA_Nyfuoq-avG7SRpaxts_rDsYyzQWZIvHd� E)DOiLOfcpmzGC9u 5$-0 11-4-0 12-4-0 5-8-0 1-0-0 4x5 -= Scale = 1:23.3 E LOADING (psf) (loc) I/deft L/d PLATES GRIP SPACING- 2-0-0 CSI. TCLL 30.0 H n/a n/a Plate Grip DOL 1.15 TC 0.06 TCDL 7.0 Sheathed or 6-0-0 oc purlins. Lumber DOL 1.15 BC 0.02 BCLL 0.0 be installed during truss erection, in accordance with Stabilizer Rep Stress Incr YES WB 0.04 BCDL 7.0 Code IRC2015/TP12014 Matrix -SH LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 11-4-0 (lb) - Max Horz B=103(LC 7) Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J Max Grav All reactions 250 Ib 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. 3x4 -- 11-4-0 M ip DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 1 n/r 120 MT20 220/195 Vert(CT) -0.00 1 n/r 120 Horz(CT) 0.00 H n/a n/a Weight: 49 Ib FT = 20% 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. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; 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.Opsf 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 Ib uplift at joint(s) B, H, M, N, K, J. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) H. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job russ russ ype ty Y KARTCHNER FS�ROCKF`®RDB18-056506T E1 Manopitch 71BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Job Reference 5.110 s Oct 20 2017 MiTek Industries, Inc. Tue May 1515:28:39 2018 Page 1 1-0-0 ID:hHmJKFUe1ZgN7Tz_hxXA_Nyfuoq-XHNtt6rgTV6i5XOx4OS_ej_WjpciB76?pi8itfzGC9: -"-U 5-10-8 e u u 0-1-8 1.5x4 11 Scale =1:14.7 C lop 0 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=91 mph; 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 ANSUTPI 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 Ib uplift at joint(s) D except (jt=lb) B=115. 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 5-10-8 LOADING (psf) TCLL 30.0 SPACING- 2-0-0 Plate Grip DOL 1.15 CSI. TC DEFL. in floc) I/defl L/d PLATES GRIP TCDL 7.0 ' Lumber DOL 1.15 0.47 BC 0,22 Vert(LL) -0.06 Vert(CT) -0.09 B -D >999 360 B >723 MT20 220/195 BCDL 0.0 BCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 -D 240 n/a n/a Code IRC2015/TPI2014 Matrix -P Wind(LL) 0.00 B ***' 240 Weight: 20 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF 180OF NG- -N 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E TROP CIHORD Sheathed or 5-10-8 oc purlins, except end verticals. WEBS 2x4 DF Stud/Std 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 REACTIONS. (Ib/size) B=349/0-3-8 (min. 0-1-8), D=242/0-1-8 (min. 0-1-8) Installation uide. Max Horz B=98(LC 4) Max UpliftB=-115(LC 4), D=-79(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=91 mph; 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 ANSUTPI 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 Ib uplift at joint(s) D except (jt=lb) B=115. 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 �18-056506T cuss russ ype tY Y KARTCHNER FS5B7 ROCKFORD B F1 Monopitch 13 1 T (IDAHO FALLS), IDAHO FALLS, ID83402 Job Reference O tlonal 8.110 s Oct 20 2017 MiTek Industries, Inc. Tue May 1515:28:41 2018 Page 1 ID:hHmJKFUe1ZgN7T2_hxXA Nytuoq-TgVelos5?6NQKrAKBpVSj83zadLFf1clGOdpyXzGC9( -1-0-0 1-10-8 1 � „ i -u -O1-10-8 1 Scale = 1:9.4 2x4 = NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; 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 studs spaced at 2-0-0 oc. 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.Opsf 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) Bearing at joint(s) D considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) D. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D. 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 1-10-8 --� LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.15 TC 0.06 DEFL. in (loc) I/deft L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.15 BC 0.02 BCLL 0.0 * Vert(LL) -0.00 Vert(CT) -0.00 B >999 360 MT20 220/195 B >999 240 Rep Stress Incr YES WB 0.00 BCDL 7.0 Code IRC2015ITP12014 Matrix Horz(CT) 0.00 n/a n/a -P Wind(LL) 0.00 B **** 240 Weight: 8 Ib FT = 20% LUMBER- TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr BRACING - TOP CHORD Sheathed or 1-10-8 oc purlins, except end verticals. or 2x4 DF -N 180OF 1.6E WEBS 2x4 DF Stud/Std 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 REACTIONS. (Ib/size) B=186/0-3-8 (min. 0-1-8), D=56/0-1-8 (min. 0-1-8) Installation uide. Max Horz 8=57(LC 8) Max UpliftB=-52(LC 8), D=-21(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=91 mph; 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 studs spaced at 2-0-0 oc. 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.Opsf 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) Bearing at joint(s) D considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) D. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D. 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