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HomeMy WebLinkAboutTruss DrawingsNI MiTek® (-3-17z3 Re: TS5467GJT Jim Dyke MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Delta Building Center, LLC. Pages or sheets covered by this seal: R55732168 thru R55732176 My license renewal date for the state of Colorado is October 31, 2019. October 6,2018 Hernandez, Marcos IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job TS5467GJT Truss G2 Truss Type GABLE Overholt Truss, Delta. Co 81416 d 13.00 13-0-0 6.00 12 Qty Pfy Jim Dyke 1 1 Job Reference (optional) R55732168 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 15:32:57 2018 Page 1 ID:KjFHGzrZIKG Wr84pP W6PSXzSVgj-sZR?UiRxvEIdFSTWmQ IaL8QahYTzhrC4UJgFuTyWQ04 17.0.0 34-0-0 4-0-0 17-0-0 4x4 1J 14 15 8x8 16 I I 3x10 11 17 53 3x10 11 18 3x10 II 19 3x10 II 20 3510 11 11 23 3x10 11 24 Scale = 1:59.5 3x4 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 3x4 = 34-0-0 3x4 = 4x6 = 340.0 Plate Offsets LX.Y1- (16'0.3-12 0-4-01 LOADING (psf) TCLL 40.0 (Roof Snow=40.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2015/TPI2014 CSI. TC 0.15 BC 0.04 WB 0.14 Matrix -R LUMBER - TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF 1650F 1.5E DEFL. in (loc) 1/deft Ud Vert(LL) 0.00 26 n/r 120 Vert(CT) 0.00 25 n/r 90 Horz(CT) 0.01 25 n/a n/a PLATES GRIP MT20 197/144 Weight: 214 Ib FT = 096 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 1 Row at midpt 13-39 REACTIONS. All bearings 34-0-0. (Ib) - Max Horz 1=-102(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 1, 25, 35, 34, 33, 32, 31, 30, 29, 28, 27, 41, 43, 44, 45, 46, 47, 48, 49, 50, 51, 37 Max Gray All reactions 250 Ib or less atjoint(s) 1, 35, 34, 33, 32, 31, 30, 29, 28, 27, 39, 40, 41, 43, 44, 45, 46, 47, 48, 49, 50, 38, 37 except 25=306(LC 1), 51=260(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 11-12=-95/257, 12-13=-101/275, 13-14=-101/275, 14-15=-95/256 NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6,Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) TOLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design, 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 25, 35, 34, 33, 32, 31, 30, 29, 28, 27, 41, 43, 44, 45, 46, 47, 48, 49, 50, 51, 37 October 6,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is For an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary end permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI7 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suit,: 312, Alexandria, VA 22314. s- 1411 MiTek 7777 Greenback Lane Suite 109 Citrus Heiohls CA 95610 Job TS5467GJT Truss T2A Overholt Truss, Delta. Co 81416 Truss Type COMMON 5-9-6 2-0-0 5-9-6 2x4 \\ 2 5-7-5 6.00 I12 3x5 3 14 Qty IPly Jim Dyke R55732169 11 1 Job Reference (optional) 8 220 s Sep 24 2018 MiTek Industries, Inc Fri Oct 5 15:33:04 2018 Page 1 ID: KjFHGzrZIKGWr84pP W6PSXzSVgj-8vMey5XKFOAdbXWsgOwD7dCfYNh6gw365v06dZy WQ Nz 17.0.0Ir 22.7.5 28-2-10 34-0-0 .35-4-0i 5-7-5 5-7-5 5-7-5 5-9-6 1-4-0 5x10 M18SHS = 5 4x8 8x10 6 15 3x8 3x8 3x10 II 7 3x8 3x8 Scale = 1:58.0 3x8 13 12 11 10 4x6 = 4x8 = 3x4 = 7.043 13.11.10 7.413 6-10-13 5x5 = 70.10.7 5x6 = 27-9-4 34.0.0 6-10-13 6-10-13 6.2-12 Plate Offsets (X.Y1-- 11:0 7-B.0 041. f11:0-2 8.0 3 4]. 112:0-2-8 0-3-4] LOADING (psf) TCLL 40.0 (Roof Snow=40.0) TCDL 10.0 BCLL 0.0 BCDL 10 0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2015/TPI2014 CSI. TC 0.62 BC 0.71 WB 0.52 Matrix -R DEFL. in (loc) I/defl Lid Vert(LL) -0.14 1-13 >999 240 Vert(CT) -0.23 1-13 >999 180 Horz(CT) 0.07 10 n/a n/a PLATES GRIP MT20 197/144 M18SHS 197/144 Weight: 155 Ib FT = 0% LUMBER - TOP CHORD 2x4 SPF 1650F 1-5E BOT CHORD 2x4 SPF 1650F 1,5E WEBS 2x4 SPF 1650F 1,5E REACTIONS. (Ib/size) 1=1539/0-5-8, 10=2647/0-5-8 Max Holz 1=-102(LC 12) Max Uplift 1=-29(LC 14), 10=-42(LC 15) Max Gray 1=1636(LC 21), 10=2647(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-10. WEBS 1 Row at midpt 4-11, 6-10 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-3113/462, 2-3=-2870/494, 3-4=-1928/390, 4-6=-1164/269, 6-7=-418/1166, 7-8=-535/1076 BOT CHORD 1-13=-324/2684, 12-13=-126/1982, 11-12=0/1170, 10-11=0/831, 8-10=-824/548 WEBS 2-13=-529/228, 3-13=-160/807, 3-12=-1023/293, 4-12=-199/1130, 4-11=-431/129, 6-11=-18/551, 6-10=-2567/642, 7-10=-597/286 NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=9lmph; TCDL=6.0psf; BCDL=6,.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TOLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 10. October 6,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of Trusses and Truss systems, see ANSITTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. III MiTek 7777 Greenback Lane Suite 109 Citrus Heighls. CA 45810 Job TS5467GJT Truss T2 Truss Type Common Overholt Truss, Delta. Co 81416 -2-0-0 5-9-6 2-0-0 5-9-8 11-4-11 5-7-5 6.00 12 Qty 10 IPIy 1 Jim Dyke R55732170 J2b Referentoe (4pN4a60 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 15:33:03 2018 Page 1 ID:KjFHGzrZIKG Wr84pP W6PSXzSVgj-gjoGkI WiU42mzNxg6gP_aPfSyzOo5TiytFHZ57yWQ0_ 17-0-0 1 22-7-5 28-2-10 34-0-0 r1.4_01 5-7-5 5-75 Sas 5-7-5 5.9-8 1.4.0 5x10 MIASHS = 3x4 4x8 x42x4 \:x44:;. 3 5x5 = 15 14 13 z a,n 2x4 II 358 11 3x4 = 5x5 = 5x5 = 7-0-13 13.11-10 20-10-7 7-0-13 6-10-13 6-10-13 4x6 27-9-4 34.0-0 Scale = 1:627 3x8 I1 6-10-13 6-2-12 Prate Offsets fX Y]— LOADING (psf) TCLL 40.0 (Roof Snow=40.0) TCDL 10.0 BCLL 0.0 SCOL 10.0 [2'0-0-0 0-1-121_12.0-2-8 Edge1410:0-2-8 Edael.110:Edge.0-0-81. SPACING- 2-0-0 Plate Grip DOL 1 15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2015/TP12014 CSI. TC 0.74 BC 0.52 WB 0.53 Matrix -R DEFL. in (loc) I/deft Ud Vert(LL) -0.12 14-15 >999 240 Vert(CT) -0.20 14-15 >999 180 Horz(CT) 0.06 12 n/a n/a PLATES GRIP MT20 197/144 M18SHS 197/144 Weight: 146 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SPF 1650F 1.5E 6-0-0 oc bracing: 10-12. WEDGE WEBS 1 Row at midpt 6-13, 7-12 Left: 2x4 SPF 1650F 1.5E, Right: 2x4 SPF 1650F 1,5E REACTIONS. (Ib/size) 2=1771/0-5-8, 12=2638/0-5-8 Max Horz 2=109(LC 13) Max Uplift 2=-53(LC 14), 12=-41(LC 15) Max Gray 2=1868(LC 21), 12=2638(LC 1) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2804/363, 3-5=-2562/428, 5-6=-1835/378, 6-7=-1130/263, 7-9=-388/1122, 9-10=-518/1044 BOT CHORD 2-15=-224/2328, 14-15=86/1850, 13-14=0/1113, 12-13=0/794, 10-12=-788/534 WEBS 3-15=-384/206, 5-15=-127/607, 5-14=-959/282, 6-14=-193/1080, 6-13=-416/131, 7-13=-16/533, 7-12=-2476/605, 9-12=-611/285 NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=9lmph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 12. October 6,2018 AWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/0.3/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for en individual building component, not a buss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AN9IITPI1 Quality Criteria, D9B-89 and BC91 Building Component Safety information available from Truss Plate Institute, 218 N. Lee Street, Sulk: 312, Alexandria, VA 22314. MiTek 7777 Greenback Lane Suite 109 Cirrus Heights CA 95610 Job Truss Truss Type Qty IPIy Jim Dyke R55732171 TS5467GJT T5 Common 5 1 Job Reference factional) Overholt Truss, Delta. Co 81416 5-.75 5-2-5 10-1-3 15-0.0 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 15:33:05 2018 Page 1 I D: KjF HGzrZIKGWY84pP WBPSX2SVgj-d5w09RYy0il UCh52E5RSggInNm5JZGrF KZmg90y WONy 213.5. 27$10 34-0-D 4-10-13 4-10-13 5x10 M18SHS =- 4 4 5-41 6-3-5 6-3-5 6-5-6 f1-4-0 7-1-15 15-0-0 7-1-15 7-10-1 21,3.5 6-3,5 27-9-1 344.12-0 6-5-15 6-2-12 Scale = 1:70 4 Plate Offsets [X.Y1-- [8:Q-2-:Edpe1. LOADING (psf) TCLL 40.0 (Roof Snow=40.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2015/TPI2014 CSI. TC 0.81 BC 0.39 WB 1-00 Matrix -R DEFL. in (loc) 1/deft Lid Vert(LL) -0.07 13-15 >999 240 Vert(CT) -0.16 13-15 >999 180 Horz(CT) 0.04 10 n/a n/a PLATES GRIP MT20 197/144 M18SHS 197/144 Weight: 158 Ib FT = 0% LUMBER - TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF 1650F 1 5E WEDGE Right: 2x4 SPF 1650F 1 5E REACTIONS. (lb/size) 10=2677/0-5-8, 16=1519/0-5-8 Max Horz 16=-166(LC 10) Max Uplift 10=-49(LC 15), 16=-20(LC 14) Max Gray 10=2677(LC 1), 16=1627(LC 21) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing WEBS 1 Row at midpt 3-13 FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1736/348, 3-4=-1328/325, 4-5=-1258/316, 5-7=-1106/154, 7-8=-542/1127, 1-16=-308/131 BOT CHORD 15-16=-58/1420, 13-15=0/1429, 11-13=0/858, 10-11=-850/563, 8-10=-850/563 WEBS 3-13=-709/215, 4-13=-82/514, 5-13=-44/309, 5-11=-836/314, 7-11=-448/1941, 7-10=-2492/739, 2-16=-1799/252 NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=9lmph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 10, 16. October 6,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erectionand bracing of trusses end truss systems. sae ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available From Truss Plate Institute, 218 N Lee Street Suite 312, Alexandria, VA 22314. MiTek( 7777 Greenback Lane Suite 109 Citrus Helahts. CA 95610 Job TS5467GJT Truss T6 Overholt Truss, Delta. Co 81416 F1 -4-0I 6-5-6 1-4-0 6-5-6 1 Truss Type Common 12-8-11 6-3-5 6.00 12 Qty Ply 1 Jim Dyke Job Reference (optional/ 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 515:33:07 2018 Page 1 ID: KjFHGzrZIKG Wr84pP W6PSXzSVgj-ZU2na6ZCYJYC S?ERL WrwIFg7haiX1 F4YntFnEuyWQNw 19-0-0 I 23-8-8 28-5-0 33-1-8 1 38-0-0 39-0-01 6-3-5 4-8-8 4-8-8 4-8-8 4-10-8 X1-4-0 R5573217 5x10 MI8SHS = Scale =1:67.9 8-0-13 15-11-10 23-85 gp-13 7-10-13 7-8-14 Plate Offsets fX.Y3— ]2:0.1-0,0.0.81. 62:0-6-11.0-1-01.12:Edoe.0-2-12). [11:0.2 -.Edge], [11:0.0-0,0-Q1I. 114:0.40.0-3-0] LOADING (psf) TCLL 40.0 (Roof Snow=40.0) TCDL 10,0 BCLL 0.0 BCDL 10.0 31-9-4 8-0-12 1 38-0.0 6-2-12 { SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2015/TP12014 CSI. TC 0.82 BC 0.73 WB 0.69 Matrix -R DEFL. in (loc) I/defl Ud Vert(LL) -0.15 2-17 >999 240 Vert(CT) -0 27 2-17 >999 180 Horz(CT) 0.08 13 n/a n/a PLATES GRIP MT20 197/144 M18SHS 197/144 Weight: 166 Ib FT = 0% LUMBER - TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF 1650F 1.5E WEDGE Left: 2x4 SPF 1650F 1,5E, Right: 2x4 SPF 1650F 1,5E REACTIONS. (Ib/size) 2=1950/0-5-8, 13=2872/0-5-8 Max Horz 2=-115(LC 12) Max Uplift 2=-47(LC 14), 13=-43(LC 15) Max Gray 2=2038(LC 21), 13=2872(LC 1) BRACING - TOP CHORD BOT CHORD WEBS FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3308/504, 3-5=-3021/544, 5-6=2136/464, 6-7=-1591/405, 7-9=-1497/282, 9-10=-455/1153, 10-11=-477/932 BOT CHORD 2-17=-331/2771, 15-17=153/2190, 14-15=0/1242, 13-14=0/641, 11-13=-706/490 WEBS 3-17=455/234, 5-17=-144/718, 5-15=-1092/323, 6-15=-200/969, 7-15=-174/307, 7-14=-554/235, 9-14=-170/972, 9-13=-2730/697, 10-1394/237 Structural wood sheathing directly applied or 3-1-9 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-13. 1 Row at midpt 7-15, 9-13 NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=9lmph; TCDL=6.Opsf; BCDL=6,0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 13. October 6,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary end permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suih: 312, Alexandria, VA 22314. MiTek 7777 Greenback Lane Suite 109 Citrus Heights_ CA 95610 Job TS5467GJT Truss T6A Truss Type COMMON Qty Ply Jim Dyke Job Reference(ootionall R55732173 Overholt Truss, Delta. Co 81416 6-5-6 6-5-6 6-3-5 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 15:33:08 2018 Page 1 I01{jFHGzrZIKGWr84pPW6PSXzSVgrlgc9nSagJdg349pdv1310HTNII_32m)Gh0]L KmLyW4Nv 19-0-0 23.6-6 -1 28-5-0 33-1-0 38-0-0 940 6-3-5 4-8-8 4-8-8 4-8-8 4-10-8 1-0-0 600 12 5x8 3x8 i 5 8uale. 3110"-1' 5x8 5x8 i 3x4 = 8-0.13 15-11-10 8-0-13 7-10-13 Plate Offsets UC.Y1-- P:Q-1-6.Q-1J21. [4 0 -5 -kg -6-8j (130.4-0 C6.1-0.] LOADING (psf) TCLL 40.0 (Roof Snow=40.0) TCDL 10.0 BCLL 0.0 BCQi i 0.0 23-8-8 13 5x8 = 7-8-14 ) 12 4x8 31-0-4 38-0-0 8-0-12 6-2-12 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress !nor NO Code IRC2015/TPI2014 CSI. TC 0.83 BC 0.64 WB 0.63 Matrix -R DEFL. in (loc) I/defl lJd Vert(LL) -0.12 14-16 >999 240 Vert(CT) -0.23 14-16 >999 180 Horz(CT) 0.09 12 n/a n/a PLATES GRIP MT20 197/144 Weight: 181 Ib FT = 046 LUMBER - TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF 1650F 1.5E REACTIONS. (lb/size) 2=1983/0-5-8, 12=2681/0-5-8 Max Horz 2=113(LC 11) Max Uplift 2=-48(LC 14), 12=-25(LC 15) Max Gray 2=2031(LC 21), 12=2681(LC 1) BRACING - TOP CHORD BOT CHORD WEBS FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3355/552, 3-4=-3087/580, 4-6=-2174/487, 6-7=-1670/423, 7-9=-1687/321, 9-10=-292/870, 10-11=-293/612 BOT CHORD 2-16=-402/2874, 14-16=-211/2256, 13-14=-11/1412, 12-13=0/820, 11-12=-440/292 WEBS 3-16=-489/232, 4-16=-134/728, 4-14=-1082/320, 6-14=-219/1026, 7-14=-282/220, 7-13=-437/184, 9-13=-103/836, 9-12=-2592/598, 10-12=-468/222 Structural wood sheathing directly applied or 3-4-13 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12 1 Row at midpt 7-14, 9-12 NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=9lmph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 5) All plates are 3x6 MT20 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 12. October 6,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is 10 prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N Lee Street, Suito 312, Alexandria, VA 22314. Mil MiTek 7777 Greenback Lane Suite 109 Citrus Heights, CA 95610 DEFL. in (loc) Vert(LL) -0.16 15-16 Vert(CT) -0.35 15-16 Horz(CT) 0.09 14 Job TS5467GJT Overholt Truss, Truss G4 Delta. Co 81416 4-10-8 9-7-0 Truss Type GABLE 14-3-8 3x4 4-10-8 3x4 3x10 3x4 3 4-8-8 4-8-8 } Ply Jim Dyke Job Refereppl (opfiQnal? R55732174 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 15:33:01 2018 Page 1 ID:KjFHGzrZIKGWr84pPW6PSXzSVgj-kKhWJ3VRyTo2k4nH?FMWV_aAV9gSdSmfPxoS1 EyW000 19-0-0 23-8-8 28-5-0 33-1-8 38-0-0 39-4-0, 4-8-8 4-8-8 43- 4-8-8 4-10-8 '1-4-0I 6.00x8 3x8 i 3x8 i 3x6 3x10 II 7 354 i 4x10 \\ 3x4 4 6 3x4 I I 5x6 = 5x8 9 10 48 3x10 = 4x8 11 12 Scale = 1:89.4 5x8 17 3x4 = 6-03 14-3.8 8.03 63.5 16 6x12 = 15 5x12 = 23.8-8 31-6-10 9-5-0 7-10-2_ 14 4x6 = 38.0-0 6-5-6 13 3x6 m rN Plate Offals ['j:0-1-6.0-1-12].{8:0-1-5.0-1-8]. [9:0-3-8.0-3-4].[9:0.0.0 0-1- 2]. [10:0.1-15.0-0-0], j11;0-5-0.0-2-51. 115.0-5-0.0-3-0], [16:0-5-0.0-3-0] LOADING (psf) TCLL 40.0 (Roof Snow=40.0) TCDL 10.0 BCLL 0.0 SCOL 10.0 LUMBER - TOP CHORD BOT CHORD WEBS OTHERS SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2015/TP12014 CSI. TC 0.55 BC 064 WB 1.00 Matrix -R 2x4 SPF 1650F 1.5E 2x4 SPF 1650F 1.5E 2x4 SPF 1650F 1,5E 2x4 SPF 1650F 1.5E REACTIONS. (lb/size) 2=1965/0-5-8, 14=2699/0-5-8 Max Horz 2=113(LC 11) Max Uplift 2=-49(LC 14), 14=-26(LC 15) Max Gray 2=2018(LC 21), 14=2699(LC 1) BRACING - TOP CHORD BOT CHORD WEBS FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3384/566, 3-4=-3031/511, 4-6=2357/454, 6-8=2391/559, 8-10=-1617/417, 10-11=-1624/300, 11-12=-307/913, 12-13=-293/622 BOT CHORD 2-17=-429/2908, 16-17=-279/2511, 15-16=0/1364, 14-15=0/713, 13-14=-448/292 WEBS 3-17=-354/175, 4-17=-21/346, 4-16=-715/222, 6-16=-672/192, 8-16=-290/1490, 8-15=-246/297, 10-15=-705/206, 11-15=-120/910, 11-14=-2587/596, 12-14=-475/225 1/deft >999 >999 n/a Ud 240 180 n/a PLATES GRIP MT20 197/144 Weight: 248 Ib FT = 0% Structural wood sheathing directly applied or 4-0-3 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 8-15 NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=9lmph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; Enclosed; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 14 October 6,2018 4 A WARNING - Verily design parameters and READ NOTES ON TN/S AND INCLUDED MIMIC REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid For use only with MiTek® connectors This design is based only upon parameters shown, end is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Addilional temporary and permanent bracing is always required For stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection end bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, 051389 and BCSI Building Component Safety Information available From Truss Plate Institute, 216 N Lee Street, Suit.: 312, Alexandria, VA 22314. MiTek- 7777 iTek 7777 Greanbaok Lane Sake 109 Citrus Helehl9. CA _95811] Job TS5467GJT Truss T5A Truss Type GABLE Qty IIPiy 1 Jim Dyke Job Reference (oetiona» R55732175 Overholt Truss, Delta. Co 81416 5.2.5 5-2-5 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 15.33:06 2018 Page 1 I D: Kj FH GzrZI KG Wr84p P W6 PSXzS Vgj-51 U PMnYan?QLgrIFopyhC2H_AAR I IIdPZDVDhSyWQNx 10-1-3 15.0.0 I 21-3-5 I 27.6.10 I 34-0-0 35-4-0 4-10-13 4-10-13 6-3-5 6-3-5 655 1-0.0 4x8 = Scale = 1:67.0 7-1-15 7-1-J5 3x8 = 15.0.0 21-34 Plate Offsets (X.YI— (6:0-5-0.0-6.81. L t 0-3-8.0-1-81 LOADING (psf) TCLL 40.0 (Roof Snow=40.0) TCDL 10.0 BCLL 0,0 BCOL 10.0 7-10-1 6-3-5 27-9-4 65-15 34-0-0 6-2-1Z 1 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2015fTP12014 CSI. TC 0.68 BC 0.41 WB 0.96 Matrix -R DEFL. in (loc) I/deft L/d Vert(LL) -0.07 13-15 >999 240 Vert(CT) -0.16 13-15 >999 180 Horz(CT) 0.04 10 n/a n/a PLATES GRIP MT20 197/144 Weight: 175 Ib FT = 0% LUMBER - TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF 1650F 1.5E REACTIONS. (Ib/size) 10=2677/0-5-8, 16=1519/0-5-8 Max Horz 16=-156(LC 12) Max Uplift 10=-51(LC 15), 16=-20(LC 14) Max Gray 10=2677(LC 1), 16=1627(LC 21) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-13 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-278/132, 2-3=-1832/353, 3-4=-1368/323, 4-6=1277/312, 6-7=-1141/158, 7-8=560/1161, 1-16=-323/130 BOT CHORD 15-16=-86/1522, 13-15=-15/1495, 11-13=0/883, 10-11=-883/577, 8-10=-883/577 WEBS 3-13=-738/221, 4-13=-82/515, 6-13=-46/334, 6-11=-815/310, 7-11=-468/1986, 7-10=2521/760,2-16=-1844/252 NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=6.0psf; BCDL=6 Opsf; h=25ft; Cat II; Exp C; Enclosed; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40 0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 10, 16. October 6,2018 a WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII quality Crtterla, DSB-89 end SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. we MiTek 7777 Greenback Lane Suite 109 _SANS Heiahls. CA 95610 Job TS5467GJT Overholt Truss, Truss G5 Delta. Co 81416 5-2-5 Truss Type GABLE Qty 1 IPIy 1 104-3 15-0.0 5-2-5 4-10-13 4-10-13 4x8 Jim Dyke R55732176 Job Reference Loptional) 8-220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 15:33:02 2018 Page 1 ID:KJFHGzrZIKGWr84pP W6PSXzSVgj-CXFuXPV3jnwvLEMTZzuI2C7JBZ4MMwipebXOZhyWQO? 2f -3.5I 27-610 I 34-0-0 P.441 6-3-5 6-3-5 6-5-6 1-4-0 { 7-1-15 7-1-15 3x8 = 15-0-0 7-10-1 2135 6-3-5 { 27-8.1 34-0-0 6-5-15 0-2-12 Scale =1:67_0 ai Plate Offsets IX Y1— [6:0-5-0.0-8.81. [11:0-3-8.0-1-8J LOADING (psf) TCLL 40.0 (Roof Snow=40.0) TCDL 10.0 BCLL 0.0 BODL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2015ffPI2014 CSI. TC 0 68 BC 0 41 WB 0.96 Matrix -R DEFL. in (Ioc) I/deft Ud Vert(LL) -0.07 13-15 >999 240 Vert(CT) -0.16 13-15 >999 180 Horz(CT) 0.04 10 n/a n/a PLATES GRIP MT20 197/144 Weight: 221 Ib FT = 0% LUMBER - TOP CHORD 2x4 SPF 1650F 1-5E BOT CHORD 2x4 SPF 1650F 1,5E WEBS 2x4 SPF 1650F 1-5E OTHERS 2x4 SPF 1650F 1.5E REACTIONS. (Ib/size) 10=2677/0-5-8, 16=1519/0-5-8 Max Horz 16=-156(LC 12) Max Uplift 10=-51(LC 15), 16=-20(LC 14) Max Gray 10=2677(LC 1), 16=1627(LC 21) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-13 FORCES. (Ib) - Max Comp./Max. Ten- - All forces 250 (Ib) or less except when shown, TOP CHORD 1-2=278/132, 2-3=-1832/353, 3-4=-1368/323, 4-6=-1277/312, 6-7=-1141/158, 7-8=-560/1161,1-16=-323/130 BOT CHORD 15-16=-86/1522, 13-15=-15/1495, 11-13=0/883, 10-11=-883/577, 8-10=-883/577 WEBS 3-13=-738/221, 4-13=-82/515, 6-13=-46/334, 6-11=-815/310, 7-11=468/1986, 7-10=-2521/760, 2-16=-1844/252 NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=9lmph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat II; Exp C; Enclosed; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) TCLL: ASCE 7-10; Pf=40,0 psf (flat roof snow); Category II; Exp C; Partially Exp,; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 10, 16. October 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is For an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-09 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 MiTek 7777 Greenback Lane Suite 109 Citrus Heights_ CA 95610 Symbols PLATE LOCATION AND ORIENTATION 1 3j4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0- rr For 4 x 2 orientation, locate plates 0- 'hid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING y.� Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. O 2 U a 1= Numbering System 6-4-8 I dimensions shown in ft -in -sixteenths 1 2 TOP CHORDS (Drawings not to scale) 3 8 BOTTOM CHORDS 7 6 5 ❑ cc 0 2 U a JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ESR1988 ER -3907, ESR -2362, ESR -1397, ESR -3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek' MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor 1 bracing should be considered. 3 Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7 Design assumes trusses will be suitably protected from the environment in accord with ANSIITPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication 9. Unless expressly noted. this design is not applicable for use with fire retardantpreservative treated, or green lumber. 10 Camber is a non-structural consideration and is the responsibility of truss fabricator General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15 Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18 Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consul with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.