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Home My WebLink AboutTRUSS SPECS - 18-00297 - 2152 Summerfield Ln - New SFR---- ----- russ --`Trusslype _ -- - - - -- - - ---- --- 834,02 ,Z9zm1z ' 1 &05704' T I Al GABLE -- - - - --- ---- ------- - ---- - - - - --- BMCWEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ' ID.TR. kaolmDSGwcRjQy ---- 4-0-d- d/ 3x6 = 5x6 = 5.00 � 12 K S VCI LU LVl mi ien nwau,00, „".• ..•- •••-� -- ------ - - -_GdDQFWWWnKLNpVBWJFMHw7wpsKk01RFCMnlYmzB VD h-0�d Scale: 3116"=1' AL AK A) N AH AG AF AE AD AC AS AA Z Y X W V 5x6 = 5X6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 T n/r 120 MT20 2201195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 T n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.01 T n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH Weight: 207 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std *Except* M'iTek recommends that Stabilizers and required cross bracing ST9: 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E be installed during truss erection, In accordance with Stabilizer Installationguide. REACTIONS. All bearings 38-0-0. (lb) - Max Horz B=147(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) B, AE, AF, AG, AH, Al, AJ, AK, AL, AC, AB, AA, Z, Y, X, W. T, V Max Grav All reactions 250 ib or less at joint(s) B, AD, AE, AF, AG, AH, AI, AJ, AK, AC, AB, AA, Z, Y, X, W, T except AL=272(LC 19), V=272(LC 20) 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.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, AE, AF, AG, AH, Al, AJ, AK, AL, AC, AB, AA, Z, Y, X, W, T, V. 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 I iJ 18-05704,T IA2 vo.00.o rac ID:TR?Z9zm1zkaolmDSGwcRjQyXAYk-PrJM2HYOpiiwEHEI Sp3vYIJb3C3DN KOP90L I 1-0- 12-8-0 19-0-0 25-4-0 31-8-0 38-0-0 9-0- 0 6 4-0 6�-0 6-4-0 611-0 6-4-0 64.0 -0 5x6 = SMS Scale: 3/16"=1' 9-6-0 5x8 = bxb = 5x8 = 5x8 = 38-0-0 Plate Offsets (K,Y)-- 8:0-2-5.Edge1 [C:0-4-0,0-3-4], [G:04-0,0-3-41, [H:0-2-5 Edge] [J:0-4-0,0-3-01, [K:0-4-0.0-3-01, y-6-0 [L:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 TCDL 7.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.35 J -K >999 360 MT20 220/195 Lumber DOL 1.15 BC 0.69 Vert(CT) -0.54 J -K >846 240 BCLL 0.0 * Rep Stress Incr YES WB 0.25 Horz(CT) 0.18 H n/a n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -SH Wind(LL) 0.16 K >999 240 Weight: 169 Ib FT = 20% LUMtftK- 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 WEBS 2x4 DF Stud/Std *Except* W1,W2: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btror2x4 DF -N 180OF 1.6E REACTIONS. (Ib/size) B=1949/0-3-8 (min. 0-2-1), H=1949/0-3-8 (min. 0-2-1) Max Horz B=147(LC 8) Max UpliftB=-387(LC 8), H=-387(LC 9) BRACING - TOP CHORD Sheathed or 2-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-12 oc bracing. WEBS 1 Row at midpt F -K, D -K Fbe Tek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer tallation nide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-4045/765, C -D=-3603/672, D -E=-2511/480, E -F=-2511/480, F -G=-3603/672, G -H=-4045/766 BOT CHORD B -L=-773/3630, L -M=-536/2948, M -N=-536/2948, K -N=-536/2948, K -O=-389/2948, O -P=-389/2948, J -P=-389/2948, H -J=-627/3630 WEBS E -K=-220/1360, F -K=-979/344, F -J=-921563, G -J=-526/246, D -K=-979/344, D -L=-92/563, C -L=-526/246 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 (jt=lb) B=387, H=387. 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 18-057041T IB1 co O GABLE p �avn n,v7UNWY r W IK-�CUU'zaeLJyelaJVA ZgnctlbnlW _LeVEZz - 28-0-0R9-0-0 -- ---- -- 14 0 0 14-0-0 ----- _._. 4x5 = 6.00 12 Scale: 1/4"=1' AD AC AB AA Z Y X W V U T S R 3x4 = 5x6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 35.0 TCDL 7.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 Q n/r 120 MT20 220/195 Lumber DOL1.15 BC 0.02 Vert(CT) -0.00 Q n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.01 P n/a n/a BCDL 7.0 Code IRC2015/TPI2014 -...._ Matrix -SH Weight: 147 Ib FT = 20% LUMBER. BRACING - TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std ------- .....t.. - ._.. b -....- -an ---r --- -- ------- - --� MiTek recommends that Stabilizers d required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 28-0-0. Installation guide.___ -- (lb) - Max Horz B=133(LC 12) Max Uplift All uplift 100 lb or less at joint(s) B, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R Max Grav All reactions 250 lb or less at joint(s) B, X, Y, Z, AA, AB, 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 bads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=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, 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 ANS11TPI 1. LOAD CASE(S) Standard o cuss cuss ype Qt y KARTCHN�SFMROCKFORD A 3 CAR EXT18-057041T B2 Common 6 1 DEFL. in (loc) I/deft L/d PLATES GRIP ob RefernalBMC WEST (IDAHO FALLS). IDAHO FAI I S. In Ranco Vert(LL) -0.29 H-1 „ .. _ ... .. _ M O i arc --qes, mc. wea )way 3U MN)6:55 2018 Page 1 ID:TR?Z9zm 1 zkaolmDSGwcRjQyXAYk-HdYsufbvtxCLiuYURHt?30w?khc19BUHpy_d IszBLV6 -1-0-0 7-0-0 14-0-0 21-M 28-0-0 zg p-0 1 0-0 7-0-0 7-0-0 7-0-0 7-00 -0 4x5 = 6.00 F12 Scale: 1/4"=1' J�V - 5x8 = 5x8 = 3x6 = 94-0 i 18-8-0 28-0-0 Plate Offsets (X,Y)- [H:0-4-0 0-3-01 f1:0 4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.29 H-1 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.38 H-1 >868 240 BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(CT) 0.07 F n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH Wind(LL) 0.09 B-1 >999 240 Weight: 117 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD 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) B=1458/0-5-8 (min. 0-1-9), F=1458/0-5-8 (min. 0-1-9) 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=-2409/441, C -D=-2078/431, D -E=-2078/431, E -F=-2409/442 BOT CHORD B -I=-429/2036, 1-J=-158/1331, J -K=-158/1331, H -K=-158/1331, F -H=-297/2036 WEBS D -H=-197/746, E -H=-573/288, D -I=-197/746, C -I=-573/288 Sheathed or 3-8-6 oc purlins. 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=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.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 Ot=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 0 ruSs ype ty y KARTCHNER SF2B11 ROCKFORD A 3 CAR EXT 18-057041T:7 ��rUS Common 11 1 CSI. BMC WEST (IDAHO FALLS)- IDAHO FAI IS In a�um (loc) I/deft L/d Job Reference o tional . C � s Axa au La I i M1 I eK mausmes, Inc. wed May 30 08:56:57 2018 Page 1 ID:TR?Z9zm1 zkaolmDSGwcRjQyXAYk-D?gdJKd9PYS3yCitYiwT8p?LAUIQdS_aGGTjN--LV4 1 0 0 7-0-0 14-0-0 21-0-0 27-9-0 1-0-0 7-0-0 7-M 7-0 0 6-9-0 4x5 = 6.00 112 Scale = 1:46.6 5x8 = 5x8 = 4x5 = Plate Offsets a -I -u LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.28 G -H >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.37 G -H >878 240 BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(CT) 0.07 F n/a n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -SH Wind(LL) 0.09 F -G >999 240 Weight: 115 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD 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) F=1341/0-2-8 (min. 0-1-8),B=1455/0-5-8 (min. 0-1-9) Max Horz B=141 (LC 8) Max UpliftF=-252(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=-2401/440, C -D=-2070/430, D -E=-2064/431, E -F=-2391/441 BOT CHORD B -H=-437/2029, H -I=-166/1325, 1-J=-166/1325, G -J=-166/1325, F -G=-314/2017 WEBS C -H=-573/288, D -H=-197/746, D -G=-197/737, E -G=-563/286 Sheathed or 3-8-8 oc purlins. 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) 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 at joint(s) F. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) F=252, B=289. 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 18-057041T 0 14-00 1w.1 m-4m'cKaamwuwcKJUYAAYK-I(;EpwgenAsawZMG36QRihlYeLulDMYljvwl ---- 1 0-0 14-0-0 27-9 0 — -- — 13-9-0 — -! 4x5 6.00 V2 Scale: 1/4"=1' sxa = AC AS AA W 5x6 == 27-9-0 101 3x4 = i� 0 LOADING (psf) TCLL 35.0 SPACING- 2-0-0 Plate Grip DOL 1.15 CSI. TC DEFL. in (loc) I/detl Ud PLATES GRIP TCDL 7.0 Lumber DOL 1.15 0.07 BC 0.02 Vert(LL) -0.00 Vert(CT) -0.00 A n/r 120 MT20 220/195 A BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 n/r 120 P n/a n/a BCDL 7.0 Code IRC2015ITP12014 Matrix -SH Weight: 144 Ib FT = 20% LUMBER- BRACING - TOP 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. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly OTHERS 2x4 DF Stud/Std _. applied or 10-0-0 oc bracing. _-_....... MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installatio�wde. _ REACTIONS. All bearings 27-9-0. (lb) - Max Horz 8=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=91 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 Job 18-057 BMC 2x4 = 5x6 = M L K J Y 1 5x6 = 3x4 = 7-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.06 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.10 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.01 BCDL 7.0 Code IRC2015ITP12014 Matrix -SH Wind(LL) 0.03 LUMBER - TOP CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD 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 OTHERS 2x4 DF Stud/Std i (loc) Udefl L/d PLATES GRIP F -H >999 360 MT20 220/195 F -H >999 240 F n/a n/a F -H >999 240 Weight: 134 Ib FT = 20% Sheathed or 6-0-0 oc purlins. 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 gwde___ REACTIONS. All bearings 11-1-8 except Qt=length) F=0-5-8, 1=0-3-8, 1=0-3-8. (lb) - Max Horz B=-184(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) B, M except K=-294(LC 8), F=-180(LC 9) Max Grav All reactions 250 Ib or less at joint(s) J, L, M. I, 1 except B=338(LC 19), K=1134(LC 1), F=755(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C -D=-19/333, D -E=-657/232, E -F=-883/204 BOT CHORD F -H=-83/663 WEBS D -H=-175/525, E -H=-425/234, D -K=-819/144, C -K=-449/247 NOTES - 1) Unbalanced roof live bads 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.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, M except Qt=1b) K=294, F=180. 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 18-057641T I C2 I Common 1-0-0rte. i m rcaan i zKao1mwUWCKJQyx,4Yk-azTWM2h ID44M2zarLFVertiFvV2gINWJQY 5-6-0 11-0-0 16-6-0 1-0-0 5-6-0 5-6-0 5.6-0 5-6-0 16-0 45 11 Scale = 1:41.7 axv = 5x6 = 3x4 74-0 7-4-0 14-8-0 22-0-0 Plate Offsets (X Y)-- jB:0-1-0 0-1-81 fF:0-1-0 0-1-81 fH 0-3-0 0-3-01 74-0 7 4-0 LOADING (psf) TCLL 35.0 SPACING- 2-0-0 Plate Grip DOL 1.15 CSI. TC DEFL. in (loc) I/deft L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.15 0.35 BC 0.30 Vert(LL) -0.11 Vert(CT) -0.16 H-1 >999 360 H-1 >999 240 MT20 220/195 BCLL 0.0 BCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.04 F n/a n/a Code IRC2015/TP12014 Matrix -SH Wind(LL) 0.04 B-1 >999 240 Weight: 97 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 4-11-7 oc BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 1800F 1.6E WEBS 2x4 DF BOT CHORD purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E *Except* W2: 2x4 DF Stud/Std thatStabilizers and required cross bracingring Lesk:e:mends truss erection, in accordance with StabilizerREACTIONS. (Ib/size) B=1165/0-5-8 (min. 0-1-8), F=1165/0-5-8 (min.0-1-8) ide. Max Horz B=184(LC 7) Max UpliftB=-229(LC 8), F=-229(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1653/293, C -D=-1426/321, D -E=-1426/321, E -F=-1653/294 BOT CHORD B-]=-283/1312,1-J=-87/873,J-K=-87/873,H-K=-87/873,F-H=-159/1312 WEBS D -H=-163/560, E -H=-406/231, D -I=-163/560, C -I=-406/231 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 0 FUSS Hiss ype y y KARTCHNER SF2B11 ROCKFORD A 3 CAR EXT 18-057041T C3 Common Girder 1 2 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 8.110 s Oct 20 2017 - I ek Industries, Inc. Wed May 30 08:57:04 2018 Page 1 �Cn I D:TR?Z9zm1 zkaolmDSGwcRjQyXAYk-WLbGnkiYliL4HHkDSgY6xlobaJd Im6gctsfb5gzBLU2 5-6-0 GL -U-0 5-6-0 5x8 11 Scale = 1:41.1 4x12 11 12x16 MT18H=7x10 O 4x12 11 C LUMBER- BRACING - TOP CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS TOP CHORD BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS BOT CHORD WEBS 2x4 DF Stud/Std *Except* W1: 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 180OF 1.6E REACTIONS. (Ib/size) A=7728/0-5-8 (min. 0-4-2), E=7652/0-5-8 (min, 0-4-1) Max Horz A=-1 64(LC 4) Max UpliftA=-1504(LC 8), E=-1489(LC 9) Sheathed or 4-10-1 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-12667/2449, B -C=-8604/1709, C -D=-8604/1709, D -E=-12652/2447 BOT CHORD A -I=-2162/10891, I -J=-2162/10891, H -J=-2162/10891, H -K=-2162/10891, K -L=-2162/10891, L -M=-2162/10891, G -M=-2162/10891, G -N=-2050/10876, N -O=-2050/10876, O -P=-2050/10876, F -P=-2050/10876, F -Q=-2050/10876, Q -R=-2050/10876, E -R=-2050/10876 WEBS C -G=-1560/8038, D -G=-4038/914, D -F=-643/3549, B -G=-4055/915, B -H=-643/3562 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 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.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) A=1504, E=1489. 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) 1327 Ib down and 266 Ib up at 1-11-4, 1327 Ib down and 266 Ib up at 3-11-4, 1327 Ib down and 266 Ib up at 5-11-4, 1327 Ib down and 266 Ib up at 7-11-4, 1327 Ib down and 266 Ib up at 9-11-4,1327 Ib down and 266 Ib up at 11-11-4,1327 Ib down and 266 Ib up at 13-114,1327 Ib down and 266 Ib up at 15-11-4, and 1327 Ib down and 266 Ib up at 17-11-4, and 1327 Ib down and 266 Ib up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 5-6-0 5-6-0 11-0-0 5-6-0 16 6-0 5-6-0 22-0-0 5-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.17 F -G >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.72 Vert(CT) -0.24 F -G >999 240 MT18H 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.08 E n/a n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -SH Wind(LL) 0.09 G -H >999 240 Weight: 290 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS TOP CHORD BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS BOT CHORD WEBS 2x4 DF Stud/Std *Except* W1: 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 180OF 1.6E REACTIONS. (Ib/size) A=7728/0-5-8 (min. 0-4-2), E=7652/0-5-8 (min, 0-4-1) Max Horz A=-1 64(LC 4) Max UpliftA=-1504(LC 8), E=-1489(LC 9) Sheathed or 4-10-1 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-12667/2449, B -C=-8604/1709, C -D=-8604/1709, D -E=-12652/2447 BOT CHORD A -I=-2162/10891, I -J=-2162/10891, H -J=-2162/10891, H -K=-2162/10891, K -L=-2162/10891, L -M=-2162/10891, G -M=-2162/10891, G -N=-2050/10876, N -O=-2050/10876, O -P=-2050/10876, F -P=-2050/10876, F -Q=-2050/10876, Q -R=-2050/10876, E -R=-2050/10876 WEBS C -G=-1560/8038, D -G=-4038/914, D -F=-643/3549, B -G=-4055/915, B -H=-643/3562 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 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.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) A=1504, E=1489. 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) 1327 Ib down and 266 Ib up at 1-11-4, 1327 Ib down and 266 Ib up at 3-11-4, 1327 Ib down and 266 Ib up at 5-11-4, 1327 Ib down and 266 Ib up at 7-11-4, 1327 Ib down and 266 Ib up at 9-11-4,1327 Ib down and 266 Ib up at 11-11-4,1327 Ib down and 266 Ib up at 13-114,1327 Ib down and 266 Ib up at 15-11-4, and 1327 Ib down and 266 Ib up at 17-11-4, and 1327 Ib down and 266 Ib up at 19-11-4 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 russ russ ype y y KART SF2�ROCKF®RDAAR EXT18-057041T C3 Common Girder 1BMC WEST(IDAHO FALLS), IDAHO FALLS, ID 83402 2 Job Reference 8.110 s Oct 20 2017 MiTek Industries, Inc. Wed May 30 08:57:04 2018 Page 2 ID:TR?Z9zm1 zkaolmDSGwcRjQyXAYk-WLbGnkiYliL4HHkDSgY6xlobaJdlm6gctsfb5gzBLUz 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, A -E=-14 Concentrated Loads (lb) Vert: 1=-1327(B) J= -1327(B) K= -1327(B) L= -1327(B) M= -1327(B) N=-1327(8) 0=-1327(B) P= -1327(B) Q= -1327(B) R= -1327(B) 18-057041T LD1 k 4x5 - Scale =1:23.3 - 3x4 LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in (loc) 1/deft L/d TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 1 n/r 120 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 H n/a n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -SH LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1 6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 11-4-0. (lb) - Max Horz B=-103(LC 6) Max Uplift All uplift 100 Ib 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. PLATES GRIP MT20 220/195 Weight: 49 Ib FT = 20% Sheathed or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that -Stabilizers -and required cross bracing l be installed during truss erection, in accordance with Stabilizer tnstallation�uide. ______ J 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. 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 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 a Truss n1SS ype ty y�KARTC�HNER811 ROCKFORD A 3 CAR EXT18-057041T floc) E1 Monopitch 7 TCLL 35.0 Plate Grip DOL BMC WEST (IDAHO FALLSI. IDAHO FALLS. In aumo Vert(LL) -0.06 B -D tional) m , ert mousmes mc. wea May 3U U8:57:U8 2018 Pagel ID:TR?Z9zm1 zkaolmDSGwcRjQyXAYk-P7gnc513pwrvmu 1 _hWc258yEXw6Xi6xBoTdpFczBLUv 1-0-0 5-10-8 1-0-0 5-10-8 6 0 0 0-1-8 1.5x4 11 Scale = 1:14.7 C 5-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.06 B -D >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.09 B -D >723 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 7.0 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 -N 180OF 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) B=390/0-3-8 (min. 0-1-8), D=269/0-1-8 (min. 0-1-8) Max Horz B=98(LC 4) Max UpliftB=-115(LC 4), D=-79(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Sheathed or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. L recommends that Stabilizers and required cross bracingalled during truss erection, in accordance with Stabilizertion uide. 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.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. 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 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 o _ HISS HISS ype ty y KARTCHNER S�1ROCKKFORD3 CAR EXT18-0570417 (loc) F1 Monopitch g 1Jab Plate Grip DOL BMC WEST (IDAHO FALLS). IDAHO FALLS. ID &mn9 Vert(LL) -0.00 B Reference _ cv mi I en Mcusmes, mc. wea nnay aU U8:b7:U9 2018 Pagel ID:TR?Z9zm1 zkaolmDSGwcRjQyXAYk-tJO9gRmhaEzMO2cBFE7HeLV W WKVrRZBL17NMn2zBLUu -1-0-0 1-10-8 -0 1-0-0 1-10-8 -1- 2x4 = 0 JTm 0 Scale =1:9.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 B >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 B >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 7.0 Code IRC2015fTP12014 Matrix -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 or 2x4 DF -N 180OF 1.6E WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) B=209/0-3-8 (min. 0-1-8), D=62/0-1-8 (min. 0-1-8) Max Horz B=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. BRACING - TOP CHORD Sheathed or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. [IMMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; 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 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.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. 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 Ib 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