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Home My WebLink AboutJOISTS SPECS - 16-00221 - 1121 S 5th W - SFRFf1GE Job was Truss Type y 1&020596 FFi Floor 5 7 CSI. DEFL. in (loc) Waft Ud Job Reference (optional) 0-1-8 H I 2-54 4x4 = n' r.mu a dan za zvm Muea inaue nes, Inc. I no Mer ui l2:UCLa 2U16 Pagge t _ ID:byhFu5luDSKJdpaYa6uTiOyTsWA-??QRHQ414HPeF8C7OvjVP8Y6ZlQsnOE4mx54mz61MF i-3-0 � Scale= 1:27.4 . 3x6 FP= 3x4 = 3x4 = 1.5x4 11 3x4 = 1.5x4 11 46 = 3x6 = 3x6 = 3x6 = 4x6 = 3x4 II 3x6 FP= 16-9-0 Plate Offsets (X Y)— fA:Edae 0-0-121 N:0-11-8.0-0-121 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Waft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.06 K -L >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(TL) -0.11 K -L >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.03 1 We n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight: 89 Ib FT = 0%F, 10%E LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr(flat) end vedicals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) M=721/0-3-8 (min. 0-1-8), 1=726/0-3-8 (min. 0-1-8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD H -I=-728/0, B -C=-1387/0, C -D=-1387/0, D -E=-1546/0, E -F=-1546/0, F -G=-531/0, G -H=-531/0 BOT CHORD L -M=0/856, K -L=0/1602, J -K=0/1176 WEBS B -M=-1057/0, B -L=0/663, D -L=-269/0, F -K=0/463, F -J=-806/0, H -J=0/874 NOTES - 1) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 2) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard a mss russ ype y (loc) I/deft L/d 16020598 FF2 Floor 18 1 TC 0.31 Vert(LL) -0.33 P -Q >927 360 MT20 220/195 J b Reference (optional) 0.1-8 H I 2-5-4 ...:byhFu l Ds LV p J uTlOyT.,vmoi,? Q414 ii,uuaBC7nn:. , 8lne,n, lHE4.00VI6 Y6 91 ID:byhFu5luDsKJdpaYa6uTI0yTsWA-??_QRHQ414HPeF8C70vjVPBW1Zn1sjHE4mX54mz MF 0"6-� Scala =1:42.9 1.5x4 11 3x6 FP= 5x6 = 1.5x4 = 4x6 = 1.5x4 11 3x4 = 3x4 = 3x4 = 1.5x4 11 3x4 = 1.5x4 11 4x6 = 1.5x4 11 A B -Cl. D E F G H I J K i Ili Ali •�I DEFL. in (loc) I/deft L/d IFNA GRIP r� /III h„IID M S R 4x6 = 4x8 = Q P O 3x6 = 3x6 = 4x8 = 3x12 MT20HS FP= LOADING (psf) SPACING- 1-7-3CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.33 P -Q >927 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(TL) -0.55 P -Q >567 240 MT20HS 165/146 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.11 M n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight' 135 Ib FT = 0%F, 10%E LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.i&Btr(Bat) TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr(Bat) and vedicals. WEBS 2x4 DF Stud/Std(Bat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) S=1129/0-3-8 (min. 0-1-8), M=1134/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD L -M=-1148/0, B -C=-2488/0, C -D=-2488/0, D -E=-3734/0, E -F=-3734/0, F -G=-3813/0, G -H=-3813/0, H -I=-2719/0, 1-J=-2719/0, J -K=-049/0, K -L=-049/0 BOT CHORD R -S=0/1413, Q -R=0/3246, P -Q=0/3907, 0-P=0/3400, N-0=0/1722 WEBS B -S=-1748/0, B -R=0/1343, D -R=-948/0, D -Q=0/610, H -P=0/516, H -O=-851/0, J-0=0/1247, J -N=-159110, L -N=0/1246 NOTES- 1)All plates are MT20 plates unless otherwise indicated. 2) Referto girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2012 International Building Code section 2306,1 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131” X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job russ I was I ypety y CSI. 16-020598 FF2GE GABLE 1 1 TC 0.19 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 Job Reference (optional) 3x6 FP= 3x4 = A B C D E F G �C Run: 7.610a Jan 292015 PnM:7.610 s Jan 292015 MiTek Industries, Inc. Tue Mar 0112:07:272016 Pege1 ID:byhFu5luDsKJdpaYa6uTiOyTs WA-TBYpedQi30PGGPjPg5Ry2dhjgzH_bKaNJQGfcDzFHME Scale = 1:41.3 H K L M N S'1 3 7 1 SR`1 1S'1 1 7 S i 0 o I I N AS AA Z Y X W V U T S R Q P 0 3x4 = 3x4 = 3x6 FP= 2-0-0 2 -n -n 49 6-0-0 -n- 0 n0 - o -0.-0-n0 n o 1 14-0-0 1 180-0 20-0-0 1 22-0-0 24.0-0 26-0-7 Plate Offsets (X Y)— (A:Edoe 0-0-121 fAG:0-1-8 0-0-121 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 O n/a n/a BCDL 5.0 Code IBC2012ITP12007 (Matrix) Weight: 106lb FT = 0%F, 10%E LUMBER- BRACING, TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1 &Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 26-0-7. (lb) - Max Grav All reactions 250 Ib or less at joint(s) AS, O, AA, Z, Y, X, W, V, U, T, S, R, Q, P FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES. 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 2-0-0 oc. 5) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard O MSS N33 ype ty y 3x6 = 16-020598 FF3 Floor 18 1 3x6 FP= SPACING- 1-7-3 CSI. DEFL. Job Reference (optional) 0-1-8 H 1 2-54 1.5x4 II 3x6 FP= 1.5x4 = 3x4 = 3x4 = 3x4 = A B C D TI -.o-.— .„d.... -d �.I ............ �. ,uerv,d, U, ,cvru m,o ra i ID:byhFu5luDsKJdpaYa6uTiOyTsWA-TBYpedQi30PGGPJPg5Ry2dhJtzDobEINJQGfcDza ME 0-10�-13 Seale = 1:26.9 1.5x4 11 3x4 = 1.5x4 [I 4x6 = E F G H 19 L K J 1 3x6 = 3x6 = 3x6 = 4x6 = 3x4 II 3x6 FP= SPACING- 1-7-3 Plate Offsets (X Y)— tA:Edce 0-0-121 [N:0-1-8.0-0-121 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.06 K -L >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(TL) -0.10 K -L >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 HOR(TL) 0.03 1 n/a n/a BCDL 5.0 Code IBC2012ITP12007 (Matrix) Weight: 88 Ib FT = 0°/ F, 10%E LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF i800F 1.6E or 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid. ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) M=705/0-3-8 (min. 0-1-8), 1=710/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD H -I=-718/0, B -C=-1345/0, C -D=-1345/0, D -E=-1464/0, E -F=-1464/0, F -G=-408/0, G -H=-408/0 BOT CHORD L -M=0/835, K -L=0/1540, J -K=0/1074 WEBS B -M=-1032/0, B -L=0/638, F -K=0/488, F -J=-832/0, H -J=0/812 NOTES - 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI1TPl 1. 3) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 6m.1 vvca T (OAHO FALLS), iDAHO FALLS, v 633402 nun: 7.auu s dan za zu1 s van1: r.b1u s den za zula m, i eK inausmes, inc. I us Mar 01 12:07:28 2016 Page 1 I D:byh Fu5luDsKJdpaYa6uTiCyTsWA-xN6BszRKgiX6uZlbEoyBagEvpNdGKnrW Y40C8fzfHMD 0*8 Scale = 1:25.9 A 8 C D E F G H 1 .I U T S R Q P O N M L K 3x4 = 2-0-0 4-0-0 6-0-0 10-0-0 12-0-0 14-0-0 16-0-0 1H-13 2-0-0 2-0-0 an -n zn-n zn-n a.n.n znn ? n_n Plate Offsets (X Y)— Job cuss cuss yps ty y DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 16-020598 FF3GE GABLE 1 1 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - We 999 BCLL 0.0 Rep Stress Incr YES Job Reference (optional) Horz(TL) 0.00 K n/a n/a 6m.1 vvca T (OAHO FALLS), iDAHO FALLS, v 633402 nun: 7.auu s dan za zu1 s van1: r.b1u s den za zula m, i eK inausmes, inc. I us Mar 01 12:07:28 2016 Page 1 I D:byh Fu5luDsKJdpaYa6uTiCyTsWA-xN6BszRKgiX6uZlbEoyBagEvpNdGKnrW Y40C8fzfHMD 0*8 Scale = 1:25.9 A 8 C D E F G H 1 .I U T S R Q P O N M L K 3x4 = 2-0-0 4-0-0 6-0-0 10-0-0 12-0-0 14-0-0 16-0-0 1H-13 2-0-0 2-0-0 an -n zn-n zn-n a.n.n znn ? n_n Plate Offsets (X Y)— (A:Edge 0-0-121 [U:0-1-8 0-0-12] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) We - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - We 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 K n/a n/a BCDL 5.0 Code IBC2012ITP12007 (Matrix) Weight: 70 Ib FT= 0%F, 10%E LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 16-4-13. (Ib) - Max Uplift All uplift 100 Ib or less at joint(s) K Max Grav All reactions 250 lb or less at joint(s) T, K, S, R, Q, P, O, N, M, L FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES. 1)All plates are 1.5x4 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) K. 6) This truss Is designed in accordance with the 2012 International Building Cade section 2306.1 and referenced standard ANSI I -PI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job russrussType ty y 16.020598 FTi Floor 2 1 Job Re( (optional) 0-1-8 H i 2.5.4 1.5x4 II 1.5x4 = 4x6 = 1.5x4 11 A BTI C O u M1 ex IOOUW]0$, mc. l ue mar ul lz:u CLd zu1b Ya e l ID:byhFu5luDsKJdpaYa6uTlOyTsWA-xN6BszRKgiX6uZlbEoyBagEtGNXqKf3WY40C8fz MD 0-11.0 h Is =1:35.1 3x6 FP= 1.5x4 II 3x4 = 1.5x4 11 3x4 = 1.5x4 11 4x6 = 5x6 = D E F G H J B ZR O 3x6 = 4x6 = N 3x6 = M 4x6 = 3x6 FP= Plate Offsets (X Y)— rA:Edge 0-0-121 [J:0-1-8 Edgel rK'0-1-8 Edgel [Q:0-1-8,0-0-121 LOADING (psQ SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) -0.16 N >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(TL) -0.26 M -N >968 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.06 K n/a n/a BCDL 5.0 Code IBC20121TPI2007 (Matrix) Weight: 1091b FT = 0%F, 10%E LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. 1 &Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.l&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) P=923/0-5-8 (min. 0-1-8), K=928/Mechanical FORCES, (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD J -K=-935/0, B -C=-1933/0, C -D=-1933/0, D -E=-263110, E -F=-2631/0, F -G=-2161/0, G -H=-2161/0, H -I=-513/0, IJ= -513/0 BOT CHORD O -P=0/1132, N-0=0/2417, M -N=0/2530, L -M=0/1475 WEBS B -P=-140010, B-0=0/1000, D -O=-605/0, D -N=0/268, F -M=-461/0, H -M=0/858, H -L=-120210, J -L=0/1056 NOTES - 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard O 3x6 = 4x6 = N 3x6 = M 4x6 = 3x6 FP= Plate Offsets (X Y)— rA:Edge 0-0-121 [J:0-1-8 Edgel rK'0-1-8 Edgel [Q:0-1-8,0-0-121 LOADING (psQ SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) -0.16 N >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(TL) -0.26 M -N >968 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.06 K n/a n/a BCDL 5.0 Code IBC20121TPI2007 (Matrix) Weight: 1091b FT = 0%F, 10%E LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. 1 &Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.l&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) P=923/0-5-8 (min. 0-1-8), K=928/Mechanical FORCES, (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD J -K=-935/0, B -C=-1933/0, C -D=-1933/0, D -E=-263110, E -F=-2631/0, F -G=-2161/0, G -H=-2161/0, H -I=-513/0, IJ= -513/0 BOT CHORD O -P=0/1132, N-0=0/2417, M -N=0/2530, L -M=0/1475 WEBS B -P=-140010, B-0=0/1000, D -O=-605/0, D -N=0/268, F -M=-461/0, H -M=0/858, H -L=-120210, J -L=0/1056 NOTES - 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. 1 &Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.l&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) P=923/0-5-8 (min. 0-1-8), K=928/Mechanical FORCES, (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD J -K=-935/0, B -C=-1933/0, C -D=-1933/0, D -E=-263110, E -F=-2631/0, F -G=-2161/0, G -H=-2161/0, H -I=-513/0, IJ= -513/0 BOT CHORD O -P=0/1132, N-0=0/2417, M -N=0/2530, L -M=0/1475 WEBS B -P=-140010, B-0=0/1000, D -O=-605/0, D -N=0/268, F -M=-461/0, H -M=0/858, H -L=-120210, J -L=0/1056 NOTES - 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job russ was Type Qty y 16-020598 FT1 GE GABLE 2 1 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. Job Reference (optional) _..,_..__.._...._.. ___,..__.._. ____•.___.__ ..,. �.o .o��...,,.,,. ��." .,�_�.�-� ..�......"„.... ,�e,aa,m icvrca cvio ra e� ID:byhFu5lu6SZJd aVa6uTiOyTSWA-7N6BszRKgiX6uZlbEoyBagEtlNdlKngWY40C8fz MD 0-k8 0-�-8 Scale =1:42.8 3x6 FP= 2x4 II ]_A B C D E F G H I JaL M N OAE q B 1 '1 S 1 SIt 1 1 9'1 1 6� 1 S11AC AB AA Z V X N/V U TS R Q P 3x4 = 3x4 = 3x4 = 3x6 FP- 2- 4-0-0 8-0-0 8-0-0 10.0-0 12-0-0 14-0-0 16-0-0 18-0-0 20-0-0 22-0-0 24-0-0 26-2-8 zn.n znne_n_n mn n n n Plate Offsets (X Y)— rA:Edge 0-0-121 fO:0-1-8 Edoel rAD:0-1-6 0-0-121 rAE:0-1-8 0-0-121 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in floc) Weft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Hom(TL) 0.00 P n/a n/a BCDL 5.0 Code IBC2012(TPI2007 (Matrix) Weight: 108lb FT= O%F, 10%E LUMBER- BRACING- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. i&Btr(fiat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 26-2-8. (lb) - Max Grav All reactions 250 Ib or less at joint(s) AC, P, AS, AA, Z, Y, X, W, V. U, T, S, R, Q FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 2-0-0 oc. 5) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks with fixed heels” Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job NSS I N5a Type Qty Pl'- 16-0205ye FT2 Floor 7 1 LOADING (psi) SPACING- 1-7-3 CSI. Job Reference (op8one0 CMU WL5I OUNnU! HLLS), lu V rH Ls, lu 039uz 0-1-8 H1 25-0 1.5x4 II 1.5x4 = Kun: LbIU S Jan 29 ZUlb FnnC /.blU S Jan 29 ZU1S MI I eM InOUSVi¢S, InC 1 us Mar U1 12:07:29 2016 P8g¢ 1 ID:byhFu5luDsKJdpaYa6uTiOyTsWA-PagZ3JSyb?fzVltnoWTQ72m2Bm1633cgmklmh5Z C 1-2-12 ~—Scala= 1:40.0 3x6 FP= 4x6 = 1.5x4 11 3x4 = 3x4 = 3x4 = 1.5x4 11 4x4 = 1.5x4 11 3x8 = 4x8 = 3x6 = 3x6 = 4x8 = 4x4 = 3x12 MT20HS FP= Plate Offsets (X.Y)- IA:Edge.0-0-121. 1L:Edge.0-1-81 fR:0-1-8.0-0-121 LOADING (psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/def! Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.25 N -O >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(TL) -0.41 N -O >699 240 MT20HS 165/146 BCLL 0.0 Rep Stress Incr YES BOT CHORD WB 0.71 Horz(TL) 0.09 L We n/a BCDL 5.0 Code IBC2012ITP12007 (Matrix) Weight:1211b FT=O%F,10%E REACTIONS. (Ib/size) Q=1044/0-5-8 (min. 0-1-8), L=1049/0-3-8 (min. 0-1-8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-2259/0, C -D=-2259/0, D -E=-3279/0, E -F=-3279/0, F -G=-3131/0, G -H=-3131/0, H -I=-1812/0, 1-J=-1812/0 BOT CHORD P -Q=0/1297, 0-P=0/2904, N-0=0/3339, M -N=0/2605, L -M=0/696 WEBS B -Q=-1604/0, B -P=0/1202, D -P=-806/0, D-0=0/469, F -N=-260/0, H -N=0/658, H -M=-991/0, J -M=0/1395, J -L=-1227/0 NOTES - 1) All plates are MT20 plates unless otherwise indicated. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pllchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 slrengbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard LUMBER- BRACING- RACINGTOP TOPCHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr(gat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF NoA&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(gat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) Q=1044/0-5-8 (min. 0-1-8), L=1049/0-3-8 (min. 0-1-8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-2259/0, C -D=-2259/0, D -E=-3279/0, E -F=-3279/0, F -G=-3131/0, G -H=-3131/0, H -I=-1812/0, 1-J=-1812/0 BOT CHORD P -Q=0/1297, 0-P=0/2904, N-0=0/3339, M -N=0/2605, L -M=0/696 WEBS B -Q=-1604/0, B -P=0/1202, D -P=-806/0, D-0=0/469, F -N=-260/0, H -N=0/658, H -M=-991/0, J -M=0/1395, J -L=-1227/0 NOTES - 1) All plates are MT20 plates unless otherwise indicated. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pllchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 slrengbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard o __a,m ..ne•.m83e01_ aa._..a w was cuss ype ty y 16020598 FT2GE 11MSISupponed Gable 1 1 aur�m_er nneun c un r___c e.._. -, _ ..,...,.,�. .__..., Job Reference o tional ..............r_.._. E 1.5x4 = ,,,,2:vrcneum ra ei ID:byhFu5luDsKJdpaYa6uTiOyTsWA-PagZ3JSyb?fzVltnoWTQ72m2tmzb3Eggmklmh5z MC 2x4 118 A 2x4 11 B Scale= 1:12.7 D C 3x4 = 3x4 = F 1.5x4 = Plate Offsets(XY)— fB:0-1-8Edge1 fE:0-1-80-0-121 fF:0-1-80-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vort(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ved(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight: 14 Ib FT = 0%F, 10%E LUMBER- BRACING - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1 &Btr(fiat) TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins, except BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr(fiat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) D=90/2-0-0 (min. 0-1-8), C=90/2-0-0 (min. 0-1-8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES, 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 2-0-0 oc. 4) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job russ -a.ype Ply LOADING (psf) SPACING- 1-7-3 1&0205@8 M Floor 7 1 I/deg L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 Job Reference (optional) 0-1-8 H i 2.54 1.5x4 II 3x6 FP= 1.5x4 = 46 = 1.5x4 II 3x4 = 3x4 = A B i1 D E �T a Jan 15 nc. Tue 30 Run: 7,6Wu5luDs 2015Pd6uTiO0s Jan 2920xHfra kingsiS DffFJ vAguo2:0p?OVJ16Pagge1 ID:byhFu5luDsKJdpaYa6uTiOyTsWA-tmExHfTaMJnq7sS_MD_tiFJGVA9uoXCpp7OgVJDXzfHMB i Sr,41a=1:43.0 1.5x4 II 3x4 = 1.5x4 11 3x4 = 1.5x4 11 4x6 = 5x6 = F G H_ I J K L 5 R O P O 4x6 = 4x8 = 3x6 = 3x8 = 4x8 = 3x12 MT20HS FP - 26 -1-0 N M 3x4 11 5x6 = Plate Offsets (X Y)— [A:Edge 0-0-121 [L:0-1-8 Edgel [T:0-1-8,0-0-121 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deg L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.34 P -Q >915 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.55 P -Q >560 240 MT20HS 165/146 BCLL 0.0 Rep Stress Incr YES WB 0.69 HOrc(TL) 0.11 M n/a n/a BCDL 5.0 Code IBC2012ITP12007 (Matrix) Weight:1321b FT=O%F,10%E LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except '.. BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) S=1134/0-5-8 (min. 0-1-8), M=1139/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD L -M=-1149/0, B -C=-2501/0, C -D=-2501/0, D -E=-3760/0, E -F=-3760/0, F -G=-3851/0, G -H=-3851/0, H -I=-2771/0, I -J=-2771/0, J -K=-512/0, K -L=-512/0 BOT CHORD R -S=0/1420, Q -R=0/3265, P -Q=0/3940, O -P=0/3445, N-0=0/1779 WEBS BS= -1756/0, B -R=0/1351, D -R=-956/0, D -Q=0/618, H -P=0/508, H -O=-843/0, J-0=0/1240, J -N=-1583/0, L -N=0/1262 NOTES - 1) All plates are MT20 plates unless otherwise indicated. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard o mss mss ype ty y end verticals. 7&0205ya FT3GE Floor Supported Gable 1 1 DEFL. in (loc) I/defl L/d PLATES GRIP Job Reference (optional) crv,4 rvca 1 l— r--, — —, m — 0*8 3x6 FP= Y CY I i MII eM1lnausllles, ln, UB MBr VI ILw,m.lu lbYB eI ID:byhFu5luDsKJdpaYa6uTiOyTsWA-tmExHfraMJng7sS_MD_ffFJEpAJWohAp70VJD)z MB Ou8 Scale =1:27.2 V U T S R Q P ON M L 3x4= 3x6 FP= 3x4= Plate Offsets (X,Y)— fA:Edge,0-0-121. IW:0-1-8,0-0-121, fX:0-1-8,0-0-121 TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1$Btr(flat) TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) n/a - We 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 L n/a n/a BCDL 5.0 Code IBC20121TPI2007 (Matrix) Weight: 73 lb FT=O%F, 10%E LUMBER- BRACING - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1$Btr(flat) TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 16-9-0. (Ib) - Max Grav All reactions 250 Ib or less at joint(s) V, L. U, T, S, R, Q, P. N, M FORCES. (lb) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown NOTES - 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job russ cuss ype y 18-0205{8 FT4 Floor t0 1 CSI. DEFL. in (loc) I/deft L/d Job Reference fool' 0 0-1-B H 2-54 1.5x4 II 1.5x4 = 5x6 = 1.5x4 11 3x4 = 1.5x4 I A B C ❑ F OJT I in, IUB mer ul le:uCsl Lulu page/ I D:byhFu5luDsKJdpaYa6uTOyTs WA-LyoJU—TC7dvh101 AwVUCTrMaaV2X—OZE2Esl—zfHMA S 10. lle = 1:43.2 3x6 FP= 1.5X4 II 3x4 = 1.5x4 II 3x4 = 1.5x4 II 4x6 = 5x6 = F r u i i v 4x6 = 4x8 = 3x6 = 3x6 = 4x8 = 3x4 II 3x12 MT20HS FP= 5x6 = Plate Offsets Offsets Y)— IA:Edce0-0-121 IL:0-1-8Plate 0-0-1211L:0-1 Edge1�'0-1-80-0-121-1-80-0-121 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.35 P -Q >903 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.56 P -Q >554 240 MT20HS 1651146 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.11 M n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight: 1331b F r = O%F, 10%E LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=1139/0-5-8 (min. 0-1-8).M=1144/0-1-8 (min. 0-1-8) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD L -M=-1152/0, B -C=-2516/0, C -D=-2516/0, D -E=-3790/0, E -F=-3790/0, F -G=-3895/0, G -H=-389510, H -I=-2829/0, I -J=-2829/0, J -K=-58610, K -L=-586/0 BOT CHORD R -S=0/1427, Q -R=0/3288, P -Q=013976, O -P=0/3496, N-0=0/1845 WEBS B -S=-176510, B -R=0/1360, D -R=-965/0, D -Q=0/627, H -P=0/498, H -O=-834/0, J-0=0/1230, J -N=-157410, L -N=0/1287 NOTES. 1)All plates are MT20 plates unless otherwise indicated. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) M. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 4) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job mss loss ype ty y in 1&02058 FTS Floor 4 7 GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) Job Reference (opt' 0 r v r.o iu s uanzo zuw mu ex inaasmes, mc memarul lL:ef.612016 Paget I D:byhFu5luDsKJdpaYa6uTOyTsWA-LyoJU_TC7dvh101 AVxVUCTrPCabmX3NzE2Fsl_zfHMA 1-11-12 , 011{8 Scale = 1:27.5 3x6 FP= 1.5x4 II 3x4 = 1.5x4 II 3x4 = 1.5x4 II 44 = 1.5x4 = C D E F G u 3x4 = 3x6 = 3x6 = 3x6 = 3x6 = 3x6 FP= LOADING (p51)SPACING 1-7-3 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) -0.06 J -K >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(TL) -0.11 J -K >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.37 Hoa(TL) 0.03 1 n/a n/a BCDL 5.0 Code IBC2012rTP12007 (Matrix) Weight: 88 ib FT = 0%F, 10%E LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) M=723/0-3-8 (min. 0-1-8), 1=718/0-5-8 (min. 0-1-8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-636/0, C -D=-1567/0, D -E=-1567/0, E -F=-1307/0, F -G=-1307/0 BOT CHORD L -M=0/636, K -L=0/1246, J -K=0/1571, 1-J=0/722 WEBS B -L=0/480, B -M=-926/0, C -L=-756/0, C -K=0/401, E -J=-330/0, G -J=0/732, G-1=-964/0 NOTES - 1) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 2) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job mss I russ I ype Qty ply end verticals. 16-0205R8 Fr6 Floor 3 1 SPACING- 1-7-3 CSI. DEFL. in Job Reference (optional) 2-5-0 3x6 FP= 1.5x4 II 4x4 = 3x4 = 3x4 = d 1 vrm zvib ra e i ID:byhFu5luDsKJdpaYa6uTiOyTsWA-LyoJU_TC7dvh101AvxVuCTrPkaagXOszE2Esl_ MA 0-9-1210x8 Scale = 1:30.9 1.5x4 II 1.5x4 II 3x4 = 1.5x4 II 4x6 = 1.5x4 = 3x4 = 4x6 = 3x6 = 4x6 = 4x6 = 3x6 FP= Plate Offsets (X Y)— tA:Edge 0-0-121 1J:Edge 0-1-81 1K:0-2-12 Edgel [0:0-1-8,0-0-12] Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.10 L >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.35 Vert(TL) -0.16 K -L >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Hom(TL) 0.04 J n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight: 9516 FT=O%F, 10%E LUMBER - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr(flat) BOT CHORD 2x4 OF 1800E 1.6E or 2x4 OF No.1&Btr(flat) WEBS 2x4 OF Stud/Std(flat) REACTIONS. (Ib/size) N=811/Mechanical, J=806/0-5-8 (min. 0-1-8) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-1604/0, C -D=-1604/0, D -E=-2006/0, E -F=-2006/0, F -G=-1238/0, G -H=-1238/0 BOT CHORD M -N=0/953, L -M=0/1940, K -L=0/1755, J -K=0/399 WEBS B -N=-1191/0, B -M=0/814, D -M=420/0, F -L=0/314, F -K=-646/0, H -K=0/1049, H -J=-891/0 NOTES - 1) Refer to girders) for truss to truss connections. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job was Ituss lypey 16.02059,¢ FT7 Floor 5 1 LOADING (par) SPACING- 1-7-3 CSI. DEFL. Job Reference (optional) 2-54 1.5x4 II 4x4 = ..... hFu5tDsKJ..., �„�; �."U,'t'w , Mu A"' `Ta`. ,v=iaei vi icoracaic re er ID:byhFu5luDsKJdpaYa6uTiOyTsWA-g9LiiKUrtwIYMAcMTe071gOaU_vOGSABTI_gHOz M9 amilAj0*8 Scale =1:31.1 3x6 FP= 1.5x4 II 3x4 = 3x4 = 1.5x4 11 3x4 = 1.5x4 11 4x6 = 1.5x4 = 3x4 = 46 = 3x6 = 46 = 3x6 = 3x6 FP= Plate Offsets (X Y)— [A:Edge 0-0-121 rK:0-2-12 Edge? [0:0-1-8.0-0-12] LOADING (par) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.10 L >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.35 Vert(TL) -0.16 K -L >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 J n/a n/a BCDL 5.0 Code IBC2012ITP12007 (Matrix) Weight: 96 lb FT=O%F, 10%E LUMBER- BRACING - TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.l&Btr(Oat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr(8at) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) N=816/0-1-8 (min. 0-1-8),J=811/0-5-8 (min. 0-1-8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-1619/0, C -D=-1619/0, D -E=-2035/0, E -F=-2035/0, F -G=-1282/0, G -H=-1282/0 BOT CHORD M -N=0/960, L -M=0/1962, K -L=0/1791, J -K=0/449 WEBS B -N=-1201/0, B -M=0/823, D -M=-429/0, F -L=0/304, F -K=-637/0, H -K=0/1041, H -J=-911/0 NOTES - 1) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) N. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 3) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do net erect truss backwards. LOAD CASE(S) Standard Job rusa I rusS I ype ty Py 16620599 Fr6GE GABLE 1 1 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. Job Reference (op8orail — o „i - o „ , n roi :vran mia re e i ID:byhFu5luDsKJdpaYa6uTi0yTSWA-g9LiiKUdwIYMACMTe071gObj_SGag6T_OHOz M9 0-H B 01.8 Scale =1:30.5 3x6 FP= X W V U T S R O P O N M 3x4 = 3x6 FP= 3x4 = 2-0-0 4-0-0 6-0-0 8-0-0 10-0-0 12-0-0 14-0.0 16-0-0 18-0-0 18-9-0 zn-n I vnn I onn I vnn I onn I o_nn I inn I vnn I Inon� Plate Offsets (X Y)– IA:Edge 0-0-121 [Y:0-1-8,0-0-12], IZ:0-1-8 0-0-121 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vde9 Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 M n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight: 81 lb FT=O%F, 10%E LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.t&Btr(8at) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF NoA&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(fiat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. Al bearings 18-9-0. (lb) - Max Grav All reactions 250 Ib or less at joint(s) X, M, W, V, U, T, S, R, P, O, N FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES. 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 2-0-0 cc. 5) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x8 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job 4 rusetoss ype ty y (loc) Well Lid 10-0205a$ FT9 Floor 9 1 Vert(LL) -0.04 W >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 Jab Reference (optional) aM%WE5T(IDAHO FALLS), IDAHO FALLS, IU bt U3 2-5A i 1.5x4 II 3x4 = HVn: (.DIU S Jan Le Llll] VnM (DIU S Jail Ltl LU IJ MI I ex IIIOUMn0a, InC. I UB Mar V 1 I,:U,::, LUIb Page l ID:byhFuSluDsKJdpaYa6uTI0yTsWA-g9LiiKUdwlYMAcMTe07lgOaf_xZGWo6Ti_QHQzfHM9 1 2-1-12 0748 Scale = 1:24.7 1.5x4 II 1.5x4 II 3x4 = 1.5x4 II 3x4 = 1.5x4 = 3x4 = 3x6 = 3x6 = 3x6 = L d N LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.04 W >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.09 J -K >999 240 BCLL 0.0 Rep Stress ]nor YES WB 0.30 Hoa(TL) 0.02 H We n/a BCDL 5.0 Code IBC2012ITP12007 (Matrix) Weight: 761b FT = O%F, 10%E LUMBER- BRACING. TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) H=645/0-5-8 (min. 0-1-8), K=649/0-3-8 (min. 0-1-8) FORCES. (Ib) -Max. Comp./Max. Ten. - Af forces 250 (lb) or less except when shown TOP CHORD B -C=-1174/0, C -D=-1174/0, D -E=-1148/0, E -F=-1148/0 BOT CHORD J -K=0/738, I -J=0/1296, H -I=0/681 WEBS B -K=-923/0, BJ=01545, F-1=0/583, F -H=-880/0 NOTES - 1) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 2) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard