Loading...
HomeMy WebLinkAbout18020123 Mfg TrussesRe: Liu, Xuegang Pages or sheets covered by this seal: I32366394 thru I32366439 My license renewal date for the state of Indiana is July 31, 2018. 11_Shadow_wood 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. IMPORTANT NOTE: 11 SHADOW WOOD The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. February 8,2018 Job 11_SHADOW_WOOD Truss GE01 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366394 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-xti6tgzpG0vNgKrD5jUINjYPwCfdTZX4O16hHjznV?m Scale = 1:79.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2x4 3x4 4x6 2x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-11-0 18-11-0 -0-11-0 0-11-0 9-5-8 9-5-8 18-11-0 9-5-8 19-10-0 0-11-0 1-3-09-1-91-3-010.00 12 Plate Offsets (X,Y)-- [27:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.09 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 17 17 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 319 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-25 REACTIONS.All bearings 18-11-0. (lb) - Max Horz 33=219(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 26, 28, 29, 30, 31, 23, 22, 21, 20 except 33=-154(LC 4), 18=-129(LC 5), 32=-155(LC 5), 19=-139(LC 4) Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-27/251, 9-10=-27/251 WEBS 9-25=-254/0 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 28, 29, 30, 31, 23, 22, 21, 20 except (jt=lb) 33=154, 18=129, 32=155, 19=139. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss GE02 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366395 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-xti6tgzpG0vNgKrD5jUINjYQrCfzTYl4O16hHjznV?m Scale = 1:55.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 1213 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-0 13-11-0 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-3-07-0-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.07 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 198 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-11-0. (lb) - Max Horz 24=-170(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=-106(LC 4), 23=-111(LC 5), 15=-102(LC 4) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 20, 21, 22, 18, 17, 16 except (jt=lb) 24=106, 23=111, 15=102. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss GE03 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366396 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-LSOFWh0hZxHxXoaoms2?_L9wZQhmgw5W4_KMu2znV?j Scale: 1/8"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 4948 47 46 45 44 43 42 41 40 39 38 37 4x8 5x6 3x4 3x4 3x6 5x6 5x6 5x6 45-7-8 45-7-8 -0-11-0 0-11-0 27-1-12 27-1-12 45-7-8 18-5-12 0-10-012-1-124-5-55.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-0], [33:0-3-0,0-3-0], [37:Edge,0-2-8], [50:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.06 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 37 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 1026 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 36-37: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 22-52,21-53,20-54,23-51,24-49: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 39-40,38-39,37-38. WEBS 1 Row at midpt 22-52, 21-53, 20-54, 19-55, 18-56, 17-57, 16-58, 23-51, 24-49, 25-48, 26-47, 27-46, 28-45 REACTIONS.All bearings 45-7-8. (lb) - Max Horz 73=146(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 73, 37, 54, 55, 56, 57, 58, 59, 60, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38 except 72=-104(LC 6) Max Grav All reactions 250 lb or less at joint(s) 73, 37, 52, 53, 54, 55, 56, 57, 58, 59, 60, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 51, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 18-19=-16/268, 19-20=-14/288, 20-21=-16/312, 21-22=-17/320, 22-23=-16/320, 23-24=-16/312, 24-25=-14/288, 25-26=-16/268 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 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 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 73, 37, 54, 55, 56, 57, 58, 59, 60, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38 except (jt=lb) 72=104. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss GE04 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366397 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-HrV?xN1y4YXfm6jBuH4T4mFEtDNP8qbpXIpSyxznV?h Scale = 1:94.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 4948 47 46 45 44 43 42 41 40 39 38 37 3x4 3x4 5x6 3x6 5x6 5x6 5x6 44-11-0 44-11-0 23-9-4 23-9-4 44-11-0 21-1-12 45-10-0 0-11-0 2-2-1412-1-123-4-05.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [30:0-3-0,0-3-0], [50:0-3-0,0-0-4], [60:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.28 0.12 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 36 36 37 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 1038 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 19-54,18-55,17-56,20-53,21-52: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 19-54, 18-55, 17-56, 16-57, 15-58, 14-59, 13-61, 20-53, 21-52, 22-51, 23-49, 24-48, 25-47 REACTIONS.All bearings 44-11-0. (lb) - Max Horz 73=-94(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 56, 57, 58, 59, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 52, 51, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38 except 73=-179(LC 7), 37=-101(LC 6), 72=-223(LC 6) Max Grav All reactions 250 lb or less at joint(s) 73, 37, 54, 55, 56, 57, 58, 59, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 53, 52, 51, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-13=-15/255, 13-14=-15/275, 14-15=-15/296, 15-16=-16/316, 16-17=-14/336, 17-18=-16/361, 18-19=-16/368, 19-20=-16/368, 20-21=-15/361, 21-22=-13/336, 22-23=-15/316, 23-24=-14/296, 24-25=-14/275, 25-26=-14/255 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 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 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 56, 57, 58, 59, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 52, 51, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38 except (jt=lb) 73=179, 37=101, 72=223. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss GE05 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366398 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-l13O8j2arsfWOFINS_bic_nJgdYztApymyZ0UNznV?g Scale = 1:109.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 1066 67 68 69 70 3x6 4x8 3x4 3x6 3x6 3x6 3x4 3x6 3x6 3x4 3x6 3x4 3x8 3x8 3x4 9-4-13 9-4-13 18-6-3 9-1-5 18-11-0 0-4-13 27-11-0 9-0-0 -0-11-0 0-11-0 6-0-6 6-0-6 13-11-8 7-11-2 21-10-10 7-11-2 27-11-0 6-0-6 28-10-0 0-11-0 1-3-012-10-91-3-010.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-0-12], [5:0-1-12,0-1-8], [7:0-2-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.66 0.74 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.36 0.02 (loc) 17-19 19-20 10 l/defl >999 >606 n/a L/d 240 180 n/a PLATES MT20 Weight: 670 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 5-17,5-19: 2x4 SP No.1, 2-20,8-10: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 5-21: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 5-19, 3-20, 7-10 REACTIONS.All bearings 9-3-8 except (jt=length) 20=0-3-8. (lb) - Max Horz 20=-306(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 10 except 16=-610(LC 1) Max Grav All reactions 250 lb or less at joint(s) 15, 14, 13, 12, 11 except 17=1845(LC 1), 17=1845(LC 1), 20=923(LC 1), 10=359(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-336/131, 3-4=-782/162, 4-5=-620/217, 2-20=-362/139 BOT CHORD 20-66=-154/627, 66-67=-154/627, 19-67=-154/627 WEBS 5-17=-806/25, 7-17=-364/260, 5-19=-107/724, 3-19=-311/256, 3-20=-624/3 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 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 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 10 except (jt=lb) 16=610. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss GE06 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366399 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-DDdmL33Cc9oN?PtZ?i6x9BKcw121clJ6?cIZ1pznV?f Scale = 1:23.7 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 52x4 2x4 2x4 2x4 2x4 2x4 2x4 7-3-10 7-3-10 0-0-43-0-85.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-3-10. (lb) - Max Horz 1=89(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=331(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss GE07 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366400 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-DDdmL33Cc9oN?PtZ?i6x9BKcx12YclE6?cIZ1pznV?f Scale = 1:43.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 12-3-8 12-3-8 0-10-05-11-75.00 12 Plate Offsets (X,Y)-- [19:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.07 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 2 11 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 10-11: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-3-8. (lb) - Max Horz 19=190(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 13, 14, 15, 16, 18 Max Grav All reactions 250 lb or less at joint(s) 19, 11, 12, 13, 14, 15, 16, 17, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 13, 14, 15, 16, 18. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss J01 Truss Type JACK-OPEN Qty 4 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366401 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-iQB8ZP4qNTwEdZSmZPdAhPtkfRNYLCxFDG27ZFznV?e Scale = 1:24.6 1 2 3 5 4 3x6 3x6 2x4 2x4 2-11-4 2-11-4 -0-11-0 0-11-0 2-11-4 2-11-4 2-2-143-5-90-3-85.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-1-13,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.15 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=182/0-3-8, 4=98/0-1-8 Max Horz 5=84(LC 6) Max Uplift5=-1(LC 4), 4=-59(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss J02 Truss Type JACK-OPEN Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366402 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-iQB8ZP4qNTwEdZSmZPdAhPthPRN_LC6FDG27ZFznV?e Scale = 1:24.5 1 2 3 4 6 5 3x6 3x6 2x4 2x4 1-11-6 1-10-10 -2-0-10 2-0-10 2-0-14 2-0-14 2-7-143-5-23-4-90-3-84.47 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.19 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 5-6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=279/0-6-5, 5=-6/Mechanical Max Horz 6=94(LC 6) Max Uplift6=-57(LC 4), 5=-68(LC 6) Max Grav 6=279(LC 1), 5=30(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-258/106 NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss T02 Truss Type COMMON Qty 3 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366403 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-iQB8ZP4qNTwEdZSmZPdAhPtaORLiLBrFDG27ZFznV?e Scale = 1:54.2 1 2 3 4 5 8 7 6 4x6 3x4 3x4 3x8 6x8 6x8 6-11-8 6-11-8 13-11-0 6-11-8 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-3-07-0-91-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.96 0.27 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=609/0-3-8, 6=609/0-3-8 Max Horz 8=-170(LC 4) Max Uplift8=-49(LC 6), 6=-49(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-536/85, 3-4=-536/85, 2-8=-548/111, 4-6=-548/111 BOT CHORD 7-8=-222/253 WEBS 3-7=0/276 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss T03 Truss Type COMMON Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366404 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-AclWml4S8n25Fj1y769PEcPmEqhw4e2PSwng5iznV?d Scale = 1:54.2 1 2 3 4 7 6 5 6x8 4x6 3x4 3x4 3x8 6x8 6-11-8 6-11-8 13-11-0 6-11-8 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-3-07-0-91-3-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.96 0.27 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=543/0-3-8, 5=611/0-3-8 Max Horz 7=-181(LC 4) Max Uplift7=-16(LC 6), 5=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-533/80, 2-3=-540/85, 1-7=-482/76, 3-5=-550/111 WEBS 2-6=0/273 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss T04 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366405 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-eoJu_554v4Ayttc8hqgenqy0AEyJpy2YhaXDd8znV?c Scale = 1:81.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 14 13 12 11 10 955 56 57 58 4x6 5x6 4x6 4x8 3x8 3x6 4x6 3x4 4x6 3x4 5x6 8-1-12 8-1-12 9-5-5 1-3-9 15-6-6 6-1-2 21-11-0 6-4-10 -0-11-0 0-11-0 4-10-6 4-10-6 9-5-5 4-6-14 15-6-6 6-1-2 21-11-0 6-4-10 22-10-0 0-11-0 2-7-1410-6-51-2-010.00 12 9.00 12 Plate Offsets (X,Y)-- [6:0-2-12,0-3-4], [7:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.58 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.12 0.01 (loc) 12-14 12-14 9 l/defl >999 >783 n/a L/d 240 180 n/a PLATES MT20 Weight: 480 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 4-11: 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 4-11 REACTIONS.(lb/size) 12=1071/0-3-8, 14=605/0-3-8, 9=605/0-3-8 Max Horz 14=-264(LC 3) Max Uplift12=-265(LC 5), 14=-192(LC 5), 9=-30(LC 6) Max Grav 12=1071(LC 1), 14=605(LC 1), 9=633(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-412/19, 6-7=-614/0, 7-9=-575/62 BOT CHORD 14-55=-94/251, 55-56=-94/251, 56-57=-94/251, 13-57=-94/251, 13-58=-94/251, 12-58=-94/251, 10-11=0/407 WEBS 3-12=-342/15, 5-11=-428/153, 5-10=0/256 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 12=265, 14=192. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76 lb up at 0-11-10, 78 lb down and 71 lb up at 1-1-3, 78 lb down and 71 lb up at 3-1-3, and 78 lb down and 71 lb up at 5-1-3, and 78 lb down and 71 lb up at 7-1-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss T04 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366405 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:19 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-eoJu_554v4Ayttc8hqgenqy0AEyJpy2YhaXDd8znV?c LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-7=-60, 7-8=-60, 14-56=-20, 13-56=-60, 9-13=-20 Concentrated Loads (lb) Vert: 55=-78 56=-78 57=-78 58=-78 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 11_SHADOW_WOOD Truss T05 Truss Type COMMON Qty 6 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366406 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-6?tHBQ6jgOIpU1BLEXBtJ1V6ceGZYL4hwEGnAaznV?b Scale = 1:98.1 1 2 3 4 5 6 7 8 9 14 13 12 11 1015 16 17 18 19 20 3x6 4x6 3x6 3x6 3x4 3x6 3x4 3x6 3x8 4x8 4x8 3x8 9-4-8 9-4-8 18-6-8 9-2-0 27-11-0 9-4-8 -0-11-0 0-11-0 7-1-0 7-1-0 13-11-8 6-10-8 20-10-0 6-10-8 27-11-0 7-1-0 28-10-0 0-11-0 1-3-012-10-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.90 0.71 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.38 0.05 (loc) 11-13 13-14 10 l/defl >999 >868 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 5-11,5-13: 2x4 SP No.1, 2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 5-13, 3-14, 7-10 REACTIONS.(lb/size) 14=1452/0-3-8, 10=1452/0-3-8 Max Horz 14=-306(LC 4) Max Uplift14=-69(LC 6), 10=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-544/224, 3-4=-1506/232, 4-5=-1361/280, 5-6=-1361/280, 6-7=-1506/232, 7-8=-544/224, 2-14=-531/216, 8-10=-531/216 BOT CHORD 14-15=-61/1130, 15-16=-61/1130, 13-16=-61/1130, 13-17=0/797, 12-17=0/797, 12-18=0/797, 11-18=0/797, 11-19=0/1130, 19-20=0/1130, 10-20=0/1130 WEBS 5-11=-146/751, 7-11=-284/268, 5-13=-146/751, 3-13=-284/268, 3-14=-1139/0, 7-10=-1139/0 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss T06 Truss Type COMMON Qty 3 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366407 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-6?tHBQ6jgOIpU1BLEXBtJ1VApeDyYQYhwEGnAaznV?b Scale = 1:98.1 1 2 3 4 5 9 8 7 610 11 12 13 3x6 5x8 3x6 3x8 3x6 3x4 3x6 4x8 4x6 10-5-8 10-5-8 20-11-0 10-5-8 7-1-0 7-1-0 13-11-8 6-10-8 20-11-0 6-11-8 1-3-012-10-97-1-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.70 0.94 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.47 -0.82 0.02 (loc) 6-8 6-8 6 l/defl >525 >301 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 2-8,2-9: 2x3 SPF No.2, 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-8, 2-9, 4-6 REACTIONS.(lb/size) 9=1026/0-3-8, 6=1082/0-3-8 Max Horz 9=374(LC 5) Max Uplift9=-18(LC 6), 6=-60(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-450/154, 2-3=-962/174, 3-4=-816/222, 4-5=-173/256, 1-9=-396/134 BOT CHORD 9-10=-175/763, 10-11=-175/763, 8-11=-175/763, 8-12=-95/398, 7-12=-95/398, 7-13=-95/398, 6-13=-95/398 WEBS 2-8=-315/259, 4-8=-93/868, 2-9=-711/1, 4-6=-766/111 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss T10 Truss Type COMMON Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366408 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-aBQfPm7LRiQg6AmXoFi6sF1Lp2YyHo3r8u0Ki1znV?a Scale = 1:100.3 12 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13242526 27 28 29 30 3x6 5x6 3x6 8x8 4x6 4x6 3x8 MT18HS3x6 2x4 3x6 5x6 4x6 3x8 3x6 4x6 4x6 3x8 3x4 3x6 9-1-4 9-1-4 18-0-1 8-10-12 27-1-12 9-1-11 36-3-7 9-1-11 45-7-8 9-4-1 -0-11-0 0-11-0 6-11-5 6-11-5 13-8-2 6-8-13 20-4-15 6-8-13 27-1-12 6-8-13 33-2-13 6-1-1 39-3-15 6-1-1 45-7-8 6-3-9 0-10-012-1-124-5-55.00 12 Plate Offsets (X,Y)-- [10:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-S) 0.68 0.95 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.75 0.19 (loc) 17-19 17-19 13 l/defl >999 >726 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 254 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 1-5: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E *Except* 15-18: 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 7-16,8-16,9-16,10-13: 2x4 SP No.1, 12-13: 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 3-9-8 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 7-16, 9-16, 9-14, 10-13 REACTIONS.(lb/size) 2=2159/0-3-8, 13=2248/0-3-8 Max Horz 2=136(LC 6) Max Uplift2=-135(LC 6), 13=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-631/0, 3-4=-4077/481, 4-5=-3958/469, 5-6=-3832/485, 6-7=-3395/464, 7-8=-2379/408, 8-9=-2370/410, 9-10=-2364/361 BOT CHORD 2-19=-393/3672, 19-24=-305/3414, 24-25=-305/3414, 18-25=-305/3414, 17-18=-305/3414, 17-26=-182/2814, 26-27=-182/2814, 16-27=-182/2814, 15-16=-108/2198, 15-28=-108/2198, 14-28=-108/2198, 14-29=-114/1800, 29-30=-114/1800, 13-30=-114/1800 WEBS 6-19=-14/384, 6-17=-632/192, 7-17=-52/955, 7-16=-1176/227, 8-16=-169/1392, 9-16=-288/139, 9-14=-265/67, 10-14=0/754, 10-13=-2607/247 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 2=135. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss T11 Truss Type ROOF SPECIAL Qty 5 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366409 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-aBQfPm7LRiQg6AmXoFi6sF1K?2XnHpir8u0Ki1znV?a Scale = 1:101.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 1629 30 31 32 33 34 3x6 5x6 3x6 10x10 3x4 10x16 8x10 3x4 3x4 5x10 MT18HS 3x8 2x4 3x6 3x6 5x12 5x6 4x6 3x8 3x6 4x6 4x8 4x8 3x4 3x6 3x6 2-3-8 2-3-8 4-4-9 2-1-1 7-11-6 3-6-14 12-8-0 4-8-10 15-11-7 3-3-7 20-5-15 4-6-8 27-1-12 6-7-13 36-5-14 9-4-2 45-7-8 9-1-10 -0-11-0 0-11-0 2-3-8 2-3-8 4-4-9 2-1-1 7-11-6 3-6-14 12-8-0 4-8-10 15-11-7 3-3-7 20-5-15 4-6-8 27-1-12 6-7-13 33-9-11 6-7-15 41-0-9 7-2-14 45-7-8 4-6-15 0-10-012-1-124-5-50-8-05.00 12 Plate Offsets (X,Y)-- [24:0-2-8,0-1-8], [28:Edge,0-7-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-S) 0.73 0.97 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.66 -1.32 0.29 (loc) 19-21 19-21 16 l/defl >819 >412 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 263 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 7-22: 2x3 SPF No.2, 16-18,18-20: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 21-23,10-19,11-19,12-19,2-28,2-26: 2x4 SP No.1 15-16,14-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 8-21, 10-19, 12-19, 12-17 2 Rows at 1/3 pts 14-16 REACTIONS.(lb/size) 28=2087/0-3-8, 16=2197/0-3-8 Max Horz 28=146(LC 6) Max Uplift28=-139(LC 6), 16=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4608/523, 3-4=-5049/601, 4-5=-4615/535, 5-6=-4541/544, 6-7=-4063/506, 7-8=-4031/561, 8-9=-3422/495, 9-10=-3328/508, 10-11=-2325/403, 11-12=-2329/405, 12-13=-2169/342, 13-14=-2278/325, 2-28=-1996/280 BOT CHORD 27-28=-104/583, 25-26=-511/4629, 24-25=-511/4628, 23-24=-434/4228, 21-29=-182/2679, 20-29=-182/2679, 20-30=-182/2679, 19-30=-182/2679, 19-31=-113/2139, 18-31=-113/2139, 18-32=-113/2139, 17-32=-113/2139, 17-33=-101/1467, 33-34=-101/1467, 16-34=-101/1467 WEBS 4-24=-443/86, 6-24=0/339, 6-23=-633/121, 21-23=-159/3114, 8-23=-228/1279, 8-21=-1106/252, 10-19=-1044/237, 11-19=-160/1347, 12-19=-264/147, 12-17=-386/96, 14-17=0/936, 14-16=-2409/266, 2-26=-397/3550, 10-21=-106/999 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 28=139. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss T12 Truss Type ROOF SPECIAL Qty 2 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366410 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-WZYPpS8bzJgOLUvvwgkaxg7gxrFcliy8cCVRmvznV?Y Scale = 1:108.5 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 20 19 18 17 22 21 32 33 3x6 5x12 3x6 10x10 3x4 3x4 6x16 8x16 3x4 3x4 2x4 3x8 2x4 3x6 3x6 4x8 3x6 2x4 6x8 3x6 4x10 4x6 5x6 3x4 3x6 3x8 6x16 2x4 5x12 2-3-8 2-3-8 4-4-9 2-1-1 7-11-6 3-6-14 12-8-0 4-8-10 15-11-7 3-3-7 20-10-0 4-10-9 25-8-8 4-10-8 27-1-12 1-5-4 37-10-2 10-8-6 45-7-8 7-9-6 -0-11-0 0-11-0 2-3-8 2-3-8 4-4-9 2-1-1 7-11-6 3-6-14 12-8-0 4-8-10 15-11-7 3-3-7 20-10-0 4-10-9 25-8-8 4-10-8 27-1-12 1-5-4 33-5-10 6-3-14 42-4-3 8-10-8 45-7-8 3-3-5 0-10-012-1-124-5-53-0-00-8-00-8-05.00 12 Plate Offsets (X,Y)-- [21:0-6-0,0-4-8], [22:0-4-12,0-2-4], [27:0-2-8,0-1-8], [30:Edge,0-2-8], [31:Edge,0-7-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.77 0.88 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.42 -1.20 0.41 (loc) 18-20 18-20 17 l/defl >999 >455 n/a L/d 240 180 n/a PLATES MT20 Weight: 300 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 3-30,7-25: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 12-20,13-18,2-29,10-24,11-23,18-21: 2x4 SP No.1 2-31,16-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-24, 13-18, 15-17, 10-24, 11-23 REACTIONS.(lb/size) 31=1883/0-3-8, 17=1894/0-3-8 Max Horz 31=146(LC 6) Max Uplift31=-140(LC 6), 17=-70(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4451/565, 3-4=-4521/606, 4-5=-4077/537, 5-6=-4003/547, 6-7=-3523/508, 7-8=-3485/562, 8-9=-2917/505, 9-10=-2865/519, 10-11=-2738/458, 11-12=-2687/494, 12-13=-2592/440, 13-14=-1704/322, 14-15=-1846/301, 2-31=-1842/287 BOT CHORD 30-31=-79/308, 28-29=-513/4120, 27-28=-513/4120, 26-27=-436/3732, 18-32=-85/1011, 32-33=-85/1011, 17-33=-85/1011, 21-22=-69/2333 WEBS 4-27=-429/85, 6-27=0/344, 6-26=-637/122, 24-26=-172/2517, 8-26=-226/1231, 8-24=-1120/270, 10-22=-397/174, 12-21=-67/798, 13-21=0/450, 13-18=-1128/180, 15-18=0/899, 15-17=-2053/285, 2-29=-464/3718, 12-22=-218/1036, 22-24=-222/2758, 18-21=-150/2155 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 31=140. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss T13 Truss Type Common Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366411 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-WZYPpS8bzJgOLUvvwgkaxg7fmrDKllY8cCVRmvznV?Y Scale = 1:100.3 12 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 1322 23 24 3x6 5x6 3x6 8x8 4x6 4x6 3x8 MT18HS 3x6 2x4 3x6 3x6 4x6 3x6 3x8 3x6 3x6 3x6 5x6 3x4 6x6 3x6 6-11-5 6-11-5 13-8-2 6-8-13 20-4-15 6-8-13 27-1-12 6-8-13 33-2-13 6-1-1 39-3-15 6-1-1 45-7-8 6-3-9 -0-11-0 0-11-0 6-11-5 6-11-5 13-8-2 6-8-13 20-4-15 6-8-13 27-1-12 6-8-13 33-2-13 6-1-1 39-3-15 6-1-1 45-7-8 6-3-9 0-10-012-1-124-5-55.00 12 Plate Offsets (X,Y)-- [14:0-2-8,0-2-8], [15:0-2-8,0-1-8], [18:0-2-8,0-2-0], [20:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.78 0.96 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.58 0.20 (loc) 17-18 18-20 13 l/defl >999 >933 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 259 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 1-5: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 7-17,8-17,9-17: 2x4 SP No.1, 12-13: 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 3-9-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 2-21. WEBS 1 Row at midpt 6-18, 7-17, 9-17, 9-15, 10-14, 12-13 REACTIONS.(lb/size) 2=2087/0-3-8, 13=2120/0-3-8 Max Horz 2=130(LC 6) Max Uplift2=-135(LC 6), 13=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4030/429, 3-4=-3931/462, 4-5=-3637/446, 5-6=-3513/462, 6-7=-3029/442, 7-8=-2272/411, 8-9=-2262/413, 9-10=-2371/377, 10-11=-1872/280, 11-12=-1955/264, 12-13=-2067/264 BOT CHORD 2-21=-378/3538, 20-21=-378/3538, 19-20=-290/3316, 19-22=-290/3316, 18-22=-290/3316, 18-23=-175/2723, 17-23=-175/2723, 16-17=-102/2123, 15-16=-102/2123, 15-24=-103/1748, 14-24=-103/1748 WEBS 4-20=-289/98, 6-20=0/385, 6-18=-817/157, 7-18=-24/826, 7-17=-1193/214, 8-17=-177/1325, 9-17=-336/124, 10-15=-3/560, 10-14=-968/181, 12-14=-181/2089 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 2=135. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss T14 Truss Type ROOF SPECIAL Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366412 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-_m6n1o9DkdoEzeU6TNFpUtfsnFhuUG1HqsE_JLznV?X Scale = 1:89.4 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 3x6 4x6 3x6 2x4 3x6 8x8 2x4 3x4 3x6 3x4 3x6 3x6 5x6 3x4 8x8 4x8 3x6 8x10 4-8-0 4-8-0 9-10-14 5-2-14 16-11-0 7-0-2 25-2-0 8-3-0 33-7-8 8-5-8 -1-0-0 1-0-0 4-8-0 4-8-0 9-10-14 5-2-14 15-1-12 5-2-14 16-11-0 1-9-4 25-2-0 8-3-0 33-7-8 8-5-8 5-10-012-1-124-5-53-0-05.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-8], [10:0-2-5,Edge], [15:0-2-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.70 0.49 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.34 0.17 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 198 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 4-18: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-15 WEBS 1 Row at midpt 5-15, 8-12, 2-19, 10-11 REACTIONS.(lb/size) 11=1374/0-3-8, 19=1485/0-3-8 Max Horz 19=-140(LC 4) Max Uplift11=-66(LC 7), 19=-86(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1470/191, 3-4=-1417/209, 4-5=-1730/271, 5-6=-1446/290, 6-7=-1660/363, 7-8=-1721/298, 8-9=-1211/243, 9-10=-1384/221, 2-19=-1438/208, 10-11=-1301/211 BOT CHORD 4-17=-582/112, 16-17=-50/1319, 16-20=0/1542, 15-20=0/1542, 7-15=-356/159 WEBS 4-16=-31/293, 5-15=-447/105, 6-15=-207/1033, 12-15=-57/1273, 8-15=0/336, 8-12=-844/182, 10-12=-105/1302, 2-17=-62/1485 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 19. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss T15 Truss Type COMMON Qty 2 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366413 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-_m6n1o9DkdoEzeU6TNFpUtfpQFd3UCoHqsE_JLznV?X Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1120 21 22 23 3x6 5x6 3x6 3x4 3x6 3x6 3x8 3x4 3x6 3x8 2x4 5x6 3x8 5x6 2x4 6x6 3x6 8-0-12 8-0-12 15-11-0 7-10-4 23-9-4 7-10-4 28-9-0 4-11-12 33-8-12 4-11-12 38-11-0 5-2-4 -0-11-0 0-11-0 8-0-12 8-0-12 15-11-0 7-10-4 23-9-4 7-10-4 31-2-14 7-5-10 38-11-0 7-8-2 39-10-0 0-11-0 2-2-1412-1-125-10-05.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [9:0-2-9,0-3-0], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.85 0.74 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.44 0.08 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 227 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 5-15,6-15,7-15,2-19: 2x4 SP No.1, 9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 5-15, 7-15, 7-12, 9-11 REACTIONS.(lb/size) 19=1793/0-3-8, 11=1799/0-3-8 Max Horz 19=157(LC 5) Max Uplift19=-120(LC 6), 11=-85(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2452/317, 3-4=-2267/322, 4-5=-2104/355, 5-6=-1608/343, 6-7=-1605/345, 7-8=-1059/240, 8-9=-1151/222, 2-19=-1717/279, 9-11=-1761/271 BOT CHORD 18-20=-184/2180, 17-20=-184/2180, 16-17=-184/2180, 16-21=-106/2011, 15-21=-106/2011, 14-15=-17/1292, 13-14=-17/1292, 13-22=-33/1255, 22-23=-33/1255, 12-23=-33/1255 WEBS 3-18=-286/138, 3-16=-251/96, 5-16=0/458, 5-15=-950/187, 6-15=-100/748, 7-15=-36/273, 7-12=-950/132, 2-18=-146/2088, 9-12=-87/1461 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 19=120. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss T15A Truss Type COMMON Qty 4 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366414 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-TygAE8ArVww5bo3I14n205Cz1fvFDcVR3W_YroznV?W Scale = 1:94.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1017 18 19 20 21 3x6 5x6 3x6 3x8 MT18HS3x4 4x6 3x6 3x8 3x6 4x6 3x6 4x8 3x4 6x6 3x6 11-11-14 11-11-14 23-9-4 11-9-6 31-2-14 7-5-10 38-11-0 7-8-2 8-0-12 8-0-12 15-11-0 7-10-4 23-9-4 7-10-4 31-2-14 7-5-10 38-11-0 7-8-2 39-10-0 0-11-0 2-2-1412-1-125-10-05.00 12 Plate Offsets (X,Y)-- [8:0-2-9,0-3-0], [11:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.92 1.00 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.61 -1.09 0.09 (loc) 13-15 13-15 10 l/defl >757 >426 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 220 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 14-16: 2x4 SP 2400F 2.0E WEBS 2x4 SP No.1 *Except* 2-15,4-15,6-11,8-11: 2x3 SPF No.2, 1-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-13, 6-11, 2-16, 8-10 REACTIONS.(lb/size) 16=1840/0-3-8, 10=1973/0-3-8 Max Horz 16=150(LC 5) Max Uplift16=-88(LC 6), 10=-85(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2606/321, 3-4=-2441/354, 4-5=-1735/338, 5-6=-1731/340, 6-7=-1465/271, 7-8=-1557/252, 1-16=-272/107, 8-10=-1825/283 BOT CHORD 16-17=-209/2290, 17-18=-209/2290, 15-18=-209/2290, 15-19=-116/2100, 14-19=-116/2100, 14-20=-116/2100, 13-20=-116/2100, 12-13=-24/1367, 11-12=-24/1367 WEBS 4-15=0/567, 4-13=-908/208, 5-13=-97/846, 6-13=0/339, 6-11=-729/151, 2-16=-2585/264, 8-11=-109/1668 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss T16 Truss Type COMMON Qty 3 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366415 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-TygAE8ArVww5bo3I14n205C?KfyaDclR3W_YroznV?W Scale = 1:94.9 1 2 3 4 5 6 7 89 17 16 15 14 13 12 11 1018 19 20 21 22 3x6 5x6 3x6 2x4 3x6 4x6 3x8 4x6 3x6 3x8 3x6 4x6 6x6 2x4 5x6 3x6 4-1-12 4-1-12 13-9-0 9-7-4 23-9-4 10-0-4 32-4-12 8-7-8 38-11-0 6-6-4 8-0-12 8-0-12 15-11-0 7-10-4 23-9-4 7-10-4 32-4-12 8-7-8 38-11-0 6-6-4 39-10-0 0-11-0 2-2-1412-1-125-10-05.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [8:0-2-12,0-2-8], [11:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.77 0.78 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.58 0.06 (loc) 13-15 13-15 10 l/defl >999 >713 n/a L/d 240 180 n/a PLATES MT20 Weight: 215 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 4-13,5-13,6-13: 2x4 SP No.1, 1-17,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 4-15, 4-13, 6-13, 6-11, 8-10 REACTIONS.(lb/size) 17=-148/Mechanical, 16=2153/0-3-8, 10=1658/0-3-8 Max Horz 17=150(LC 5) Max Uplift17=-195(LC 11), 16=-102(LC 6), 10=-88(LC 7) Max Grav 17=19(LC 5), 16=2153(LC 1), 10=1658(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-40/467, 2-3=-1686/247, 3-4=-1523/279, 4-5=-1399/310, 5-6=-1410/307, 6-7=-1112/239, 7-8=-1245/213, 8-10=-1620/254 BOT CHORD 16-18=-117/974, 18-19=-117/974, 15-19=-117/974, 15-20=-55/1486, 14-20=-55/1486, 14-21=-55/1486, 13-21=-55/1486, 12-13=-13/1098, 12-22=-13/1098, 11-22=-13/1098 WEBS 2-16=-2164/307, 2-15=0/679, 4-13=-499/154, 5-13=-55/544, 6-13=-16/251, 6-11=-661/155, 1-16=-447/136, 8-11=-98/1448 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 17=195, 16=102. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss T17 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366416 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Feb 08 10:18:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-K2yxzdJxx4DJ1?fEwqP4flPq3Elhi?jF3UFKJSznE54 Scale: 1/8"=1' Sheet Back Right Option 6-3-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 1232 33 34 35 36 37 38 39 3x6 5x6 3x6 3x6 4x6 3x4 4x6 4x6 3x6 3x8 3x6 4x6 3x6 2x4 3x6 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3-10-9 3-10-9 5-0-3 1-1-10 14-5-2 9-4-15 23-9-4 9-4-2 33-1-6 9-4-2 38-7-8 5-6-2 44-11-0 6-3-8 3-2-2 3-2-2 9-10-5 6-8-3 17-1-5 7-3-0 23-9-4 6-7-15 30-5-3 6-7-15 37-8-3 7-3-0 38-7-8 0-11-5 44-11-0 6-3-8 45-10-0 0-11-0 2-2-1412-1-123-4-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.80 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.61 0.11 (loc) 16-18 16-18 12 l/defl >999 >701 n/a L/d 240 180 n/a PLATES MT20 Weight: 327 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 3-21,5-18,6-18,7-18,9-12: 2x4 SP No.1, 1-22,10-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22. WEBS 1 Row at midpt 3-21, 5-20, 5-18, 7-18, 9-12 REACTIONS.All bearings 6-1-12 except (jt=length) 21=4-1-12, 21=4-1-12, 22=4-1-12. (lb) - Max Horz 22=-95(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 21=-158(LC 6), 22=-484(LC 1), 12=-185(LC 7), 14=-142(LC 1) Max Grav All reactions 250 lb or less at joint(s) 22, 13 except 21=2833(LC 1), 21=2833(LC 1), 12=1764(LC 1), 15=322(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-24/756, 3-4=-1930/306, 4-5=-1779/323, 5-6=-1823/374, 6-7=-1823/374, 7-8=-2020/383, 8-9=-2173/366, 10-12=-271/166 BOT CHORD 21-22=-444/109, 21-32=-76/1253, 32-33=-76/1253, 20-33=-76/1253, 20-34=-55/1760, 19-34=-55/1760, 19-35=-55/1760, 18-35=-55/1760, 18-36=-90/1898, 17-36=-90/1898, 17-37=-90/1898, 16-37=-90/1898, 16-38=-161/1748, 15-38=-161/1748, 15-39=-161/1748, 14-39=-161/1748, 13-14=-161/1748, 12-13=-161/1748 WEBS 2-21=-587/185, 3-21=-2737/324, 3-20=0/750, 5-18=-379/138, 6-18=-147/980, 7-18=-565/189, 9-16=0/346, 2-22=-94/612, 9-12=-2253/245 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 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.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.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) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 21, 484 lb uplift at joint 22, 185 lb uplift at joint 12 and 142 lb uplift at joint 14. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss T17 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366416 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Feb 08 10:18:01 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-K2yxzdJxx4DJ1?fEwqP4flPq3Elhi?jF3UFKJSznE54 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 11_SHADOW_WOOD Truss T19 Truss Type COMMON Qty 6 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366417 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-PLowfqB60YApq5Dh9VpW5WHJcScZhWrjXqTevgznV?U Scale = 1:99.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 1220 21 22 23 24 25 26 27 3x6 5x6 3x6 3x6 4x6 4x6 3x6 4x6 3x6 3x8 3x6 4x6 3x6 2x4 4x8 4x8 3x6 3x6 5-0-3 5-0-3 14-5-2 9-4-15 23-9-4 9-4-2 33-1-6 9-4-2 44-11-0 11-9-10 3-2-2 3-2-2 9-10-5 6-8-3 17-1-5 7-3-0 23-9-4 6-7-15 30-5-3 6-7-15 37-8-3 7-3-0 44-11-0 7-2-13 45-10-0 0-11-0 2-2-1412-1-123-4-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.92 0.94 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.98 0.17 (loc) 12-13 12-13 12 l/defl >999 >548 n/a L/d 240 180 n/a PLATES MT20 Weight: 247 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 12-14: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 5-15,6-15,7-15,9-12: 2x4 SP No.1, 1-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-18, 5-15, 7-15, 2-19, 9-12 REACTIONS.(lb/size) 19=2116/Mechanical, 12=2248/0-3-8 Max Horz 19=-95(LC 7) Max Uplift19=-93(LC 6), 12=-114(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2608/338, 3-4=-3040/408, 4-5=-2890/425, 5-6=-2373/413, 6-7=-2374/413, 7-8=-2596/386, 8-9=-2748/355, 10-12=-301/157 BOT CHORD 18-19=-159/1888, 18-20=-212/2774, 20-21=-212/2774, 17-21=-212/2774, 17-22=-127/2591, 16-22=-127/2591, 16-23=-127/2591, 15-23=-127/2591, 15-24=-105/2422, 14-24=-105/2422, 14-25=-105/2422, 13-25=-105/2422, 13-26=-161/2180, 26-27=-161/2180, 12-27=-161/2180 WEBS 2-18=0/886, 3-18=-692/101, 5-17=0/539, 5-15=-857/192, 6-15=-177/1403, 7-15=-611/154, 9-13=0/492, 2-19=-2769/289, 9-12=-2742/267 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 19 and 114 lb uplift at joint 12. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 11 SHADOW WOOD Job Reference (optional) I32366418 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-PLowfqB60YApq5Dh9VpW5WHOESjnhYZjXqTevgznV?U Scale = 1:81.3 1 2 3 4 5 11 10 9 8 7 612 13 14 15 16 17 18 19 20 2x4 8x8 8x8 6x8 4x6 4x6 4x8 4x10 8x8 5x6 8-1-12 8-1-12 9-5-5 1-3-9 15-6-6 6-1-2 21-11-0 6-4-10 4-10-6 4-10-6 9-5-5 4-6-14 15-6-6 6-1-2 21-11-0 6-4-10 2-7-1410-6-51-2-010.00 12 9.00 12 Plate Offsets (X,Y)-- [3:Edge,0-3-8], [5:Edge,0-7-4], [7:0-4-0,0-5-12], [8:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.48 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.17 0.01 (loc) 7-8 7-8 6 l/defl >999 >976 n/a L/d 240 180 n/a PLATES MT20 Weight: 525 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-9,3-8,4-7: 2x4 SP No.1, 5-6: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=7576/0-3-8, 11=-69/0-3-8, 6=6654/0-3-8 Max Horz 11=-260(LC 3) Max Uplift9=-464(LC 5), 11=-227(LC 10), 6=-319(LC 6) Max Grav 9=7576(LC 1), 11=44(LC 15), 6=6656(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-907/147, 4-5=-6495/334, 5-6=-4433/243 BOT CHORD 8-9=-87/555, 8-15=-184/5105, 15-16=-184/5105, 16-17=-184/5105, 7-17=-184/5105, 7-18=-121/1836, 18-19=-121/1836, 19-20=-121/1836, 6-20=-121/1836 WEBS 3-9=-5235/196, 3-8=-266/5369, 4-8=-6079/432, 4-7=-281/7104, 5-7=-135/3295 NOTES-(12-13) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) The Fabrication Tolerance at joint 5 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 9, 227 lb uplift at joint 11 and 319 lb uplift at joint 6. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 lb down and 215 lb up at 2-0-12, 7 lb down and 252 lb up at 4-0-12, 7 lb down and 234 lb up at 6-0-12, 2096 lb down and 105 lb up at 10-0-12, 2096 lb down and 105 lb up at 12-0-12, 2096 lb down and 105 lb up at 14-0-12, 2096 lb down and 105 lb up at 16-0-12, and 2096 lb down and 105 lb up at 18-0-12, and 2096 lb down and 105 lb up at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 11 SHADOW WOOD Job Reference (optional) I32366418 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:27 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-PLowfqB60YApq5Dh9VpW5WHOESjnhYZjXqTevgznV?U LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 11-13=-20, 10-13=-60, 6-10=-20 Concentrated Loads (lb) Vert: 10=84(B) 12=84(B) 14=84(B) 15=-2096(B) 16=-2096(B) 17=-2096(B) 18=-2096(B) 19=-2096(B) 20=-2096(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 11_SHADOW_WOOD Truss V01 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366419 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-tXLItACknrIgSFotiDKlejqdSs4ZQ9atlUCCS7znV?T Scale = 1:57.6 1 2 3 4 5 9 8 7 63x6 4x6 4x6 6x6 2x4 2x4 2x4 2x4 18-7-11 18-7-11 8-10-0 8-10-0 18-7-11 9-9-12 0-0-47-4-50-0-410.00 12 9.00 12 Plate Offsets (X,Y)-- [1:0-5-6,Edge], [3:Edge,0-3-8], [5:0-2-3,Edge], [8:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.38 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-7-11. (lb) - Max Horz 1=-164(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-148(LC 6), 6=-144(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=371(LC 1), 9=484(LC 10), 6=540(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-306/194, 4-6=-350/195 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=148 , 6=144. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V02 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366420 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-tXLItACknrIgSFotiDKlejqg1s52Q9stlUCCS7znV?T Scale = 1:53.7 1 2 3 4 5 9 8 7 610113x4 3x6 2x4 2x4 6x6 2x4 2x4 2x4 2x4 16-6-6 16-6-6 7-10-0 7-10-0 16-6-6 8-8-6 0-0-46-6-50-0-410.00 12 9.00 12 Plate Offsets (X,Y)-- [3:Edge,0-3-8], [5:0-1-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.29 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-6-6. (lb) - Max Horz 1=-145(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-130(LC 6), 6=-124(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=391(LC 1), 9=391(LC 10), 6=451(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-267/172, 4-6=-299/169 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=130 , 6=124. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V03 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366421 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Ljvg4VDMY9QX3PN3Gwr_BxNoUGU59cP0_8yl_ZznV?S Scale = 1:45.3 1 2 3 4 5 8 7 693x4 3x6 2x4 5x6 2x4 2x4 2x4 2x4 14-5-1 14-5-1 6-10-0 6-10-0 14-5-1 7-7-1 0-0-45-8-50-0-410.00 12 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.38 0.11 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-5-1. (lb) - Max Horz 1=-126(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-118(LC 6), 6=-109(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=315(LC 1), 8=300(LC 10), 6=369(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=118 , 6=109. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V04 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366422 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Ljvg4VDMY9QX3PN3Gwr_BxNoVGUU9cw0_8yl_ZznV?S Scale = 1:39.1 1 2 3 4 5 8 7 63x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 12-3-11 12-3-11 5-10-0 5-10-0 12-3-11 6-5-12 0-0-44-10-50-0-410.00 12 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.38 0.08 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-3-11. (lb) - Max Horz 1=-106(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 8=-115(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=296(LC 10), 6=299(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 8=115. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V05 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366423 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Ljvg4VDMY9QX3PN3Gwr_BxNnEGSp9c60_8yl_ZznV?S Scale = 1:32.5 1 2 3 43x8 3x12 2x4 5x6 10-2-6 10-2-6 4-10-0 4-10-0 10-2-6 5-4-7 0-0-44-0-50-0-410.00 12 9.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [3:0-6-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.25 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=175/10-2-6, 3=195/10-2-6, 4=382/10-2-6 Max Horz 1=-87(LC 4) Max Uplift1=-12(LC 6), 3=-18(LC 7), 4=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V06 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366424 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-pwT3IrE_JTYOhZyGqeMDj8vv3gnQu4nADohJW?znV?R Scale = 1:27.7 1 2 3 42x4 2x4 2x4 4x6 8-1-1 8-1-1 3-10-0 3-10-0 8-1-1 4-3-1 0-0-43-2-50-0-410.00 12 9.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.52 0.29 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=161/8-1-1, 3=175/8-1-1, 4=264/8-1-1 Max Horz 1=-69(LC 4) Max Uplift1=-25(LC 7), 3=-30(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V07 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366425 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-pwT3IrE_JTYOhZyGqeMDj8vz?gpdu46ADohJW?znV?R Scale = 1:21.5 1 2 3 42x4 2x4 2x4 4x6 5-11-11 5-11-11 2-10-0 2-10-0 5-11-11 3-1-12 0-0-42-4-50-0-410.00 12 9.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.15 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=115/5-11-11, 3=125/5-11-11, 4=189/5-11-11 Max Horz 1=-49(LC 4) Max Uplift1=-18(LC 7), 3=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V08 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366426 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-pwT3IrE_JTYOhZyGqeMDj8v0dgoVu4UADohJW?znV?R Scale = 1:12.5 1 2 3 2x4 2x4 2x4 3-10-6 3-10-6 1-10-0 1-10-0 3-10-6 2-0-7 0-0-41-6-50-0-410.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=131/3-10-6, 3=131/3-10-6 Max Horz 1=30(LC 5) Max Uplift1=-5(LC 6), 3=-5(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V10 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366427 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-H61RVBEc4mhFJjXSOLtSGMSAH47ZdVHJRSRs3RznV?Q Scale = 1:58.9 1 2 3 4 5 9 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 17-3-14 17-3-14 8-7-15 8-7-15 17-3-14 8-7-15 0-0-47-2-100-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.30 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-3-14. (lb) - Max Horz 1=-161(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-144(LC 6), 6=-144(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=385(LC 1), 9=473(LC 10), 6=473(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-298/189, 4-6=-298/189 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=144 , 6=144. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V11 Truss Type GABLE Qty 2 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366428 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-H61RVBEc4mhFJjXSOLtSGMS6v4AJdVVJRSRs3RznV?Q Scale = 1:50.1 1 2 3 4 5 8 7 69103x6 5x6 3x6 2x4 2x4 2x4 2x4 2x4 15-3-14 15-3-14 7-7-15 7-7-15 15-3-14 7-7-15 0-0-46-4-100-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.38 0.12 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-3-14. (lb) - Max Horz 1=-142(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-128(LC 6), 6=-128(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=398(LC 1), 8=381(LC 10), 6=381(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=128 , 6=128. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V12 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366429 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-H61RVBEc4mhFJjXSOLtSGMS7M4A_dW2JRSRs3RznV?Q Scale = 1:43.9 1 2 3 4 5 8 7 63x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 13-3-14 13-3-14 6-7-15 6-7-15 13-3-14 6-7-15 0-0-45-6-100-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.08 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-3-14. (lb) - Max Horz 1=-122(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-116(LC 6), 6=-116(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=305(LC 10), 6=305(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=116, 6=116. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V13 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366430 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-lIbpiXFEr4p6wt5ex3PhoZ_GZTTyMzKSg6APbuznV?P Scale = 1:38.0 1 2 3 43x12 5x6 3x12 2x4 11-3-14 11-3-14 5-7-15 5-7-15 11-3-14 5-7-15 0-0-44-8-100-0-410.00 12 Plate Offsets (X,Y)-- [1:0-9-13,Edge], [3:0-7-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.29 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=211/11-3-14, 3=211/11-3-14, 4=423/11-3-14 Max Horz 1=-103(LC 4) Max Uplift1=-13(LC 6), 3=-19(LC 7), 4=-4(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V14 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366431 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-lIbpiXFEr4p6wt5ex3PhoZ_IcTTrMzsSg6APbuznV?P Scale = 1:32.7 1 2 3 43x6 5x6 3x6 2x4 9-3-14 9-3-14 4-7-15 4-7-15 9-3-14 4-7-15 0-0-43-10-100-0-410.00 12 Plate Offsets (X,Y)-- [1:0-2-15,Edge], [3:0-2-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.29 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Left: 2x3 SPF No.2, Right: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=183/9-3-14, 3=183/9-3-14, 4=333/9-3-14 Max Horz 1=-85(LC 4) Max Uplift1=-19(LC 7), 3=-25(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V15 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366432 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-lIbpiXFEr4p6wt5ex3PhoZ_IlTUnM_PSg6APbuznV?P Scale = 1:26.2 1 2 3 42x4 3x4 2x4 2x4 7-3-14 7-3-14 3-7-15 3-7-15 7-3-14 3-7-15 0-0-43-0-100-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.38 0.23 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=153/7-3-14, 3=153/7-3-14, 4=233/7-3-14 Max Horz 1=-65(LC 4) Max Uplift1=-22(LC 7), 3=-27(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V16 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366433 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-EV9BwtGscOxzY0gqVmwwLnXWUtss5Rwcvlwz7KznV?O Scale = 1:20.2 1 2 3 4 2x4 3x4 2x4 2x4 5-3-14 5-3-14 2-7-15 2-7-15 5-3-14 2-7-15 0-0-42-2-100-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.12 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=108/5-3-14, 3=108/5-3-14, 4=164/5-3-14 Max Horz 1=-46(LC 4) Max Uplift1=-16(LC 7), 3=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V17 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366434 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-EV9BwtGscOxzY0gqVmwwLnXYRtrC5REcvlwz7KznV?O Scale = 1:11.6 1 2 3 2x4 2x4 2x4 3-3-14 3-3-14 1-7-15 1-7-15 3-3-14 1-7-15 0-0-41-4-100-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=110/3-3-14, 3=110/3-3-14 Max Horz 1=27(LC 5) Max Uplift1=-4(LC 6), 3=-4(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V18 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366435 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-EV9BwtGscOxzY0gqVmwwLnXS3tqz5RXcvlwz7KznV?O Scale = 1:36.6 1 2 3 5 42x4 2x4 2x4 2x4 2x4 5-8-7 5-8-7 0-0-44-9-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.41 0.24 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=-26/5-8-7, 4=126/5-8-7, 5=325/5-8-7 Max Horz 1=133(LC 5) Max Uplift1=-54(LC 4), 4=-32(LC 5), 5=-115(LC 6) Max Grav 1=94(LC 6), 4=126(LC 1), 5=325(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=115. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V19 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366436 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ihjZ7DHVNh3qAAF13TR9t_4aXH7?quUl8PfWfmznV?N Scale = 1:27.1 1 2 32x4 2x4 2x4 4-8-7 4-8-7 0-0-43-11-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.38 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=172/4-8-7, 3=172/4-8-7 Max Horz 1=108(LC 5) Max Uplift3=-38(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V20 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366437 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ihjZ7DHVNh3qAAF13TR9t_4eUH9QquUl8PfWfmznV?N Scale = 1:22.1 1 2 32x4 2x4 2x4 3-8-7 3-8-7 0-0-43-1-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=132/3-8-7, 3=132/3-8-7 Max Horz 1=83(LC 5) Max Uplift3=-29(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V21 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366438 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ihjZ7DHVNh3qAAF13TR9t_4gXHAhquUl8PfWfmznV?N Scale = 1:11.6 1 2 3 2x4 2x4 2x4 3-3-10 3-3-10 0-0-41-4-85.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=106/3-3-10, 3=106/3-3-10 Max Horz 1=37(LC 5) Max Uplift1=-5(LC 6), 3=-13(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 Job 11_SHADOW_WOOD Truss V22 Truss Type GABLE Qty 1 Ply 1 11 SHADOW WOOD Job Reference (optional) I32366439 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Feb 07 15:03:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ihjZ7DHVNh3qAAF13TR9t_4gWHAhquUl8PfWfmznV?N Scale = 1:11.6 1 2 3 2x4 2x4 2x4 3-3-11 3-3-11 0-0-41-4-95.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=106/3-3-11, 3=106/3-3-11 Max Horz 1=37(LC 5) Max Uplift1=-5(LC 6), 3=-13(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 8,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. 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 I 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 ANSI/TPI 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 retardant, preservative 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. Consult 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.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.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.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses 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.