Loading...
HomeMy WebLinkAboutI32699117.67_Clay_cornerRe: Liu, Xuegang Pages or sheets covered by this seal: I32699117 thru I32699158 My license renewal date for the state of Indiana is July 31, 2018. 67_Clay_corner 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: 67 Clay corner 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. March 14,2018 Job 67_CLAY_CORNER Truss GE01 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699117 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:02:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-GOxhXL3z5Ph1Zvld1F0RMDIRWrTJaVqlnHMV12zbHfl Scale = 1:81.4 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 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2x4 3x4 4x6 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-5-0 19-5-0 -1-0-0 1-0-0 9-8-8 9-8-8 19-5-0 9-8-8 20-5-0 1-0-0 1-3-09-4-11-3-010.00 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) 0.24 0.11 0.20 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: 316 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 19-5-0. (lb) - Max Horz 33=224(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 26, 28, 29, 30, 31, 23, 22, 21, 20 except 33=-143(LC 4), 18=-119(LC 5), 32=-147(LC 5), 19=-131(LC 4) Max Grav All reactions 250 lb or less at joint(s) 33, 18, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 except 25=253(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-26/260, 9-10=-26/260 WEBS 9-25=-267/0 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=143, 18=119, 32=147, 19=131. 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. March 14,2018 Job 67_CLAY_CORNER Truss GE02 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699118 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:02:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-kaV3kh4bsjptA3JpbzXguQrdaFp3JzRu0x62ZUzbHfk Scale = 1:53.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 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 12-5-8 12-5-8 -1-0-0 1-0-0 6-2-12 6-2-12 12-5-8 6-2-12 13-5-8 1-0-0 1-3-06-5-51-3-010.00 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) 0.15 0.08 0.17 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: 158 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 12-5-8. (lb) - Max Horz 24=156(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-152(LC 4), 14=-131(LC 5), 23=-144(LC 5), 15=-129(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) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=152, 14=131, 23=144, 15=129. 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. March 14,2018 Job 67_CLAY_CORNER Truss GE03 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699119 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:02:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-Cn3Ry15Ed1ykoDu?9g2vReOo5e9F2P?2Fbrc5xzbHfj Scale = 1:54.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 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 13-7-0 13-7-0 -1-0-0 1-0-0 6-9-8 6-9-8 13-7-0 6-9-8 14-7-0 1-0-0 1-3-06-10-151-3-010.00 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 0.08 0.22 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: 180 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 13-7-0. (lb) - Max Horz 24=-167(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=-113(LC 4), 23=-115(LC 5), 15=-105(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=113, 23=115, 15=105. 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. March 14,2018 Job 67_CLAY_CORNER Truss GE05 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699120 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:02:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-hzdp9N5sOK4bQNTBjOZ8_rwvM2UCntMBTEb9eNzbHfi Scale = 1:89.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 3x4 3x6 3x6 4x6 3x6 5x6 3x6 32-11-0 32-11-0 -1-0-0 1-0-0 18-7-3 18-7-3 32-11-0 14-3-13 1-0-011-10-33-6-07.00 12 Plate Offsets (X,Y)-- [47:0-3-0,0-3-0] 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) 0.39 0.16 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 30 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 683 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 29-30: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 17-42,16-43,18-41: 2x4 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. WEBS 1 Row at midpt 17-42, 16-43, 15-44, 14-45, 13-46, 18-41, 19-39, 20-38, 21-37 REACTIONS.All bearings 32-11-0. (lb) - Max Horz 56=317(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 30, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 39, 38, 37, 36, 35, 34, 33, 32, 31 except 56=-306(LC 4), 55=-273(LC 5) Max Grav All reactions 250 lb or less at joint(s) 30, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 41, 39, 38, 37, 36, 35, 34, 33, 32, 31 except 56=375(LC 5), 42=256(LC 7), 55=258(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-56=-258/221, 2-3=-358/312, 3-4=-274/252, 4-5=-265/259, 5-6=-246/255, 6-7=-227/253, 7-8=-209/251, 13-14=-116/257, 14-15=-97/277, 15-16=-80/302, 16-17=-58/302, 17-18=-48/301, 18-19=-48/293, 19-20=-45/263 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) 30, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 39, 38, 37, 36, 35, 34, 33, 32, 31 except (jt=lb) 56=306, 55=273. 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. March 14,2018 Job 67_CLAY_CORNER Truss GE06 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699121 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:02:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-dMkaa276wyKJfgdaqpcc3G?FRs8sFmoUxY4GiGzbHfg Scale = 1:88.8 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 58 57 56 55 54 53 52 51 50 4948 4746 45 44 43 42 41 40 39 3837 36 35 34 33 32 31 30 29 4x6 3x6 3x4 3x6 5x6 3x6 5x6 34-10-0 34-10-0 16-6-12 16-6-12 34-10-0 18-3-4 2-1-1111-9-101-1-127.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-0], [19:0-3-0,0-3-0] 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) 0.42 0.22 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 29 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 697 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 28-29: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 14-44,13-45,15-43: 2x4 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. WEBS 1 Row at midpt 14-44, 13-45, 12-46, 11-47, 10-49, 15-43, 16-42, 17-41, 18-40 REACTIONS.All bearings 34-10-0. (lb) - Max Horz 58=-289(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 46, 47, 49, 50, 51, 52, 53, 54, 55, 56, 43, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31 except 58=-175(LC 4), 29=-380(LC 5), 57=-191(LC 5), 30=-334(LC 4) Max Grav All reactions 250 lb or less at joint(s) 58, 45, 46, 47, 49, 50, 51, 52, 53, 54, 55, 56, 57, 43, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31 except 29=427(LC 4), 44=263(LC 6), 30=330(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-21/275, 12-13=-19/306, 13-14=-23/313, 14-15=-23/313, 15-16=-31/311, 16-17=-50/286, 17-18=-69/266, 27-28=-317/292, 28-29=-257/233 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) 46, 47, 49, 50, 51, 52, 53, 54, 55, 56, 43, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31 except (jt=lb) 58=175, 29=380, 57=191, 30=334. 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. March 14,2018 Job 67_CLAY_CORNER Truss GE07 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699122 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:02:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-dMkaa276wyKJfgdaqpcc3G?DDs4YFlqUxY4GiGzbHfg Scale = 1:102.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 6x8 3x8 3x6 4x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 0-1-12 0-1-12 0-3-8 0-1-12 9-9-8 9-6-0 -1-0-0 1-0-0 9-9-8 9-9-8 5-1-211-3-32-0-011-3-37.00 12 Plate Offsets (X,Y)-- [9:0-4-5,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) 0.56 0.49 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.21 (loc) 17 17 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 265 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E *Except* 10-17: 2x6 SP No.1 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 2-18: 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 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 9-10, 8-11, 7-12, 6-13 REACTIONS.All bearings 9-9-8 except (jt=length) 18=0-3-8. (lb) - Max Horz 17=317(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 14, 15 except 10=-182(LC 5), 17=-247(LC 4), 11=-101(LC 4), 16=-1081(LC 5), 18=-267(LC 4) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 12, 13, 14, 15 except 17=517(LC 5), 16=574(LC 4), 18=487(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-375/239 BOT CHORD 2-18=-472/260 WEBS 3-16=-233/411 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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. 7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 13, 14, 15 except (jt=lb) 10=182, 17=247, 11=101, 16=1081, 18=267. 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 including 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. March 14,2018 Job 67_CLAY_CORNER Truss GE08 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699123 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-5YIyoO8khFSAHqCmOW7rbUYRWGV0_FfdACppFizbHff Scale = 1:20.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x6 0-7-12 0-7-12 5-2-12 4-7-0 5-3-8 0-0-12 -1-0-0 1-0-0 5-3-8 5-3-8 0-9-02-6-32-2-110-3-82-6-34.00 12 Plate Offsets (X,Y)-- [5:Edge,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) 0.33 0.16 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=316/0-3-0, 5=153/0-1-8 Max Horz 6=69(LC 5) Max Uplift6=-68(LC 4), 5=-13(LC 6) 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 studs spaced at 1-4-0 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 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. March 14,2018 Job 67_CLAY_CORNER Truss GE09 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699124 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-zJYTdmBFkUyclSVYdMBnmKj22tjhwqED4qn1OTzbHfb Scale = 1:119.7 Sheet Back Right Option 5-9-1 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 910 11 12 13 14 15 16 17 18 19 20 21 22 39 38 37 36 35 34 33 32 31 30 29 28 26 25 24 23 46 41 56 54 42 43 52 5045 48 40 44 6260 58 49 57 55 53 51 6447 63 61 59 65 66 67 27 3x6 5x8 5x6 4x6 3x4 3x8 3x6 2x4 4x8 3x6 5x6 3x8 6x6 3x8 3x6 2x4 2x4 2x4 6x6 8x10 10x10 3x4 3x6 3x6 3x6 8x8 3x6 2x4 3x6 3x6 2x4 3x8 3x6 2x4 2x4 2x4 3x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 5-9-1 8-1-8 8-1-8 9-6-14 1-5-6 15-11-8 6-4-10 18-10-5 2-10-13 23-0-0 4-1-11 26-4-12 3-4-12 33-11-3 7-6-7 35-11-0 1-11-13 38-10-15 2-11-15 39-6-4 0-7-5 44-8-0 5-1-12 -1-0-0 1-0-0 6-5-12 6-5-12 8-1-8 1-7-12 12-8-0 4-6-8 15-11-8 3-3-8 18-7-3 2-7-11 18-10-5 0-3-2 23-0-0 4-1-11 26-4-12 3-4-12 28-5-10 2-0-13 33-11-3 5-5-10 39-6-4 5-7-1 44-8-0 5-1-12 1-0-012-0-01-1-124-7-212-0-07.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-5-8,0-2-0], [15:0-4-4,0-2-4], [22:Edge,0-1-12], [24:0-2-8,0-1-8], [28:0-2-8,0-1-8], [33:0-4-4,0-3-12], [38:0-2-8,0-1-8], [43:0-4-0,0-2-12] 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) 0.68 0.75 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.49 0.26 (loc) 32-33 36-38 26 l/defl >999 >869 n/a L/d 240 180 n/a PLATES MT20 Weight: 495 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-35,2-39,5-36: 2x4 SPF No.2, 22-23: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-12 max.): 6-15. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 5-0-2 oc bracing: 25-26 5-2-0 oc bracing: 24-25 6-0-0 oc bracing: 23-24. WEBS 1 Row at midpt 6-31, 5-36, 3-36 JOINTS 1 Brace at Jt(s): 33, 40, 41, 42, 45, 46, 47, 52, 58, 59, 61, 66 REACTIONS.All bearings 9-0-8 except (jt=length) 39=0-3-8, 27=0-3-8. (lb) - Max Horz 39=280(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 39, 26, 25, 24, 27 except 23=-824(LC 10) Max Grav All reactions 250 lb or less at joint(s) 23 except 39=1662(LC 1), 26=585(LC 1), 25=289(LC 1), 24=1830(LC 1), 27=431(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2379/159, 3-4=-1844/163, 4-5=-1718/206, 5-6=-2595/275, 6-7=-1572/224, 7-8=-1571/224, 8-9=-1549/225, 9-10=-1549/225, 10-11=-571/100, 11-12=-572/114, 12-13=-572/114, 13-14=-572/114, 14-15=-572/114, 19-20=-115/1415, 20-21=-138/1514, 21-22=-160/1468, 22-23=-108/863, 2-39=-1589/164 BOT CHORD 38-39=-300/459, 38-67=-181/1951, 37-67=-181/1951, 36-37=-181/1951, 32-33=-204/2230, 31-32=-204/2215, 30-31=-157/1065, 29-30=-125/1167, 28-29=-125/1167, 27-28=-25/281, 26-27=-25/281, 25-26=-1254/183, 24-25=-1254/183 WEBS 6-33=-123/1650, 31-46=-30/827, 41-46=-29/822, 41-56=-101/929, 54-56=-128/998, 15-54=-124/972, 28-42=-933/151, 15-42=-796/130, 28-43=-133/1231, 43-52=-90/1237, 50-52=-93/1331, 19-50=-97/1344, 2-38=0/1499, 6-44=-840/86, 31-44=-754/63, 5-36=-1922/250, 3-36=-569/146, 5-33=-136/1337, 33-36=-251/2815, 10-62=-1138/162, 40-62=-1154/164, 40-60=-1107/119, 58-60=-1098/116, 49-58=-1120/105, 49-57=-1307/80, 41-57=-1389/105, 41-55=-1500/153, 53-55=-1505/162, 42-53=-1524/165, 42-43=-1449/153, 43-51=-1812/187, 26-51=-1760/191, 19-24=-1282/121, 24-65=-1356/195, 65-66=-1294/187, 22-66=-1293/185, 20-65=-258/29 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) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 2 = 8% 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. 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. March 14,2018 Job 67_CLAY_CORNER Truss GE09 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699124 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:04 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-zJYTdmBFkUyclSVYdMBnmKj22tjhwqED4qn1OTzbHfb NOTES-(13-14) 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 39, 26, 25, 24, 27 except (jt=lb) 23=824. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. Job 67_CLAY_CORNER Truss GE10 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699125 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-zJYTdmBFkUyclSVYdMBnmKj8Ats7w21D4qn1OTzbHfb Scale = 1:55.4 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 113x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-0-14 13-0-14 0-0-47-7-87.00 12 Plate Offsets (X,Y)-- [11: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) 0.29 0.15 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 13-0-14. (lb) - Max Horz 1=218(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 requires continuous bottom chord bearing. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19. 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. March 14,2018 Job 67_CLAY_CORNER Truss M02 Truss Type MONOPITCH Qty 6 Ply 1 67 Clay corner Job Reference (optional) I32699126 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-SV6rr6CtVo4TNb4kB3j0IXFIrHBrfW9MJUXawvzbHfa Scale = 1:20.7 1 2 3 5 4 2x4 3x8 2x4 5-3-8 5-3-8 -1-0-0 1-0-0 5-3-8 5-3-8 0-9-02-6-30-3-84.00 12 Plate Offsets (X,Y)-- [4:0-1-15,0-0-10] 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 0.24 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.09 0.00 (loc) 4-5 4-5 l/defl >974 >684 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=278/0-3-8, 4=194/0-1-8 Max Horz 5=76(LC 6) Max Uplift5=-85(LC 4), 4=-71(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; porch left 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. March 14,2018 Job 67_CLAY_CORNER Truss M03 Truss Type Monopitch Qty 2 Ply 1 67 Clay corner Job Reference (optional) I32699127 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-SV6rr6CtVo4TNb4kB3j0IXFBnH8bfWuMJUXawvzbHfa Scale = 1:23.7 1 2 3 6 4 5 2x4 4x8 2x4 0-7-12 0-7-12 7-2-12 6-7-0 -1-0-0 1-0-0 7-3-8 7-3-8 0-9-03-2-30-3-84.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-0-9] 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) 0.81 0.39 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.00 (loc) 4-5 4-5 l/defl >936 >371 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 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) 5=391/0-3-0, 4=241/0-1-8 Max Horz 5=97(LC 6) Max Uplift5=-61(LC 4), 4=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-310/161 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. March 14,2018 Job 67_CLAY_CORNER Truss M04 Truss Type MONOPITCH Qty 6 Ply 1 67 Clay corner Job Reference (optional) I32699128 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-SV6rr6CtVo4TNb4kB3j0IXFHVHBKfWCMJUXawvzbHfa Scale = 1:19.4 1 2 3 6 4 5 2x4 3x8 2x4 0-7-12 0-7-12 5-2-12 4-7-0 -1-0-0 1-0-0 5-3-8 5-3-8 0-9-02-6-30-3-84.00 12 Plate Offsets (X,Y)-- [4:0-1-13,0-0-10] 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) 0.44 0.21 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.04 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=318/0-3-0, 4=154/0-1-8 Max Horz 5=76(LC 6) Max Uplift5=-97(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; porch left 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. March 14,2018 Job 67_CLAY_CORNER Truss M07 Truss Type JACK-CLOSED Qty 6 Ply 1 67 Clay corner Job Reference (optional) I32699129 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:19:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-XN7WXUpf_hgDf00XejZ8PkIa2wJvXAmTRIAungzbHQH Scale: 3/16"=1' 1 2 3 4 6 5 8 7 9 10 11 12 4x6 5x12 4x10 3x6 4x8 3x4 3x4 3x6 0-3-8 0-3-8 10-1-0 9-9-8 -1-0-0 1-0-0 0-3-8 0-3-8 4-8-6 4-4-14 10-1-0 5-4-10 3-6-104-11-1011-5-37-1-1211-5-37.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [4:0-8-8,Edge], [7:0-3-8,0-1-12] 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) 0.40 0.30 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.14 (loc) 5-6 5-6 11 l/defl >999 >558 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-8: 2x4 SPF 2100F 1.8E, 4-5: 2x4 SPF No.2 OTHERS 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. WEBS 1 Row at midpt 5-7, 3-5 JOINTS 1 Brace at Jt(s): 7 REACTIONS.(lb/size) 10=442/0-3-0, 11=365/0-3-8 Max Horz 10=275(LC 5) Max Uplift11=-117(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-9=-64/259, 4-9=-64/259 WEBS 2-10=-444/4, 4-11=-369/124 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 10, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 11. 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. March 14,2018 Job 67_CLAY_CORNER Truss PB01 Truss Type GABLE Qty 9 Ply 1 67 Clay corner Job Reference (optional) I32699130 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-OuDbGoD71PKAcvE6IUlUOyLg34vh7Pzfno0h_ozbHfY Scale = 1:34.8 2 3 4 5 6 10 9 8 1 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 15-0-15 15-0-15 7-6-7 7-6-7 15-0-15 7-6-7 4-4-120-1-40-1-87.00 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 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 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 2x4 SPF No.2 BOT CHORD 2x4 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 15-0-15. (lb) - Max Horz 1=-98(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6 except 9=266(LC 1), 10=310(LC 10), 8=310(LC 11) 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) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 10, 8. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. March 14,2018 Job 67_CLAY_CORNER Truss PBE01 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699131 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-OuDbGoD71PKAcvE6IUlUOyLhO4wR7Qifno0h_ozbHfY Scale = 1:34.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1 11 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-0-15 15-0-15 7-6-7 7-6-7 15-0-15 7-6-7 4-4-120-1-40-1-87.00 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) 0.10 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 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 15-0-15. (lb) - Max Horz 1=-98(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 10, 15, 16, 17, 18, 14, 13, 12 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) 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) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. March 14,2018 Job 67_CLAY_CORNER Truss T01 Truss Type COMMON Qty 3 Ply 1 67 Clay corner Job Reference (optional) I32699132 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-s4nzT7ElojS1E3pJsCGjwAtkbU6HsmNp?SlEXEzbHfX Scale = 1:71.5 1 2 3 4 5 6 10 9 8 7 4x6 2x4 3x6 3x8 3x4 3x4 2x4 3x8 3x8 9-8-8 9-8-8 19-3-8 9-7-0 -1-0-0 1-0-0 3-10-4 3-10-4 9-8-8 5-10-4 15-6-10 5-10-2 19-3-8 3-8-14 1-3-09-4-11-4-410.00 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) 0.58 0.64 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.43 0.02 (loc) 9-10 9-10 7 l/defl >999 >533 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 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) 10=831/0-3-8, 7=758/Mechanical Max Horz 10=236(LC 5) Max Uplift10=-59(LC 6), 7=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-681/129, 4-5=-681/130 BOT CHORD 9-10=-101/554, 8-9=-18/548, 7-8=-18/548 WEBS 4-9=-41/461, 3-10=-705/77, 5-7=-715/98 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. 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, 7. 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. March 14,2018 Job 67_CLAY_CORNER Truss T02 Truss Type COMMON Qty 5 Ply 1 67 Clay corner Job Reference (optional) I32699133 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-s4nzT7ElojS1E3pJsCGjwAtjLU6msmtp?SlEXEzbHfX Scale = 1:71.5 1 2 3 4 9 8 7 65 10 11 12 2x4 5x6 3x6 3x4 3x4 4x6 3x4 5x8 3x6 9-8-8 9-8-8 16-3-8 6-7-0 3-10-4 3-10-4 9-8-8 5-10-4 16-3-8 6-7-0 1-3-09-4-13-10-41-0-010.00 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) 0.66 0.68 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.52 0.05 (loc) 8-9 8-9 11 l/defl >924 >367 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,4-10: 2x4 SPF-S Stud, 3-6: 2x4 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. WEBS 1 Row at midpt 3-6 REACTIONS.(lb/size) 9=681/0-3-8, 11=728/Mechanical Max Horz 9=198(LC 5) Max Uplift9=-10(LC 6), 11=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-577/106 BOT CHORD 8-9=-146/493, 7-8=0/353, 7-12=0/353, 6-12=0/353 WEBS 3-8=0/410, 2-9=-605/85, 6-10=0/492, 4-10=0/492, 3-6=-503/8, 4-11=-732/52 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) 9, 11. 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. March 14,2018 Job 67_CLAY_CORNER Truss T03 Truss Type MONOPITCH Qty 2 Ply 1 67 Clay corner Job Reference (optional) I32699134 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-KHLMgTFOZ0ausDOVQvnyTNQvxuWIbDdyE6Vo3hzbHfW Scale = 1:75.1 1 2 3 7 6 54 8 9 3x6 4x6 2x4 3x4 3x4 3x4 2x4 2x4 2x4 3-10-9 3-10-9 11-3-8 7-4-15 3-10-9 3-10-9 11-3-8 7-4-15 1-3-010-7-151-0-010-7-1510.00 12 Plate Offsets (X,Y)-- [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) 0.61 0.40 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.02 (loc) 5-6 5-6 9 l/defl >999 >564 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7: 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 2-5, 3-9 REACTIONS.(lb/size) 7=440/0-3-8, 9=433/Mechanical Max Horz 7=295(LC 6) Max Uplift9=-174(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-462/0, 1-7=-426/0 BOT CHORD 6-7=-281/27, 5-6=-172/347 WEBS 5-8=-59/278, 3-8=-59/278, 2-5=-390/193, 1-6=0/370, 3-9=-433/176 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=174. 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. March 14,2018 Job 67_CLAY_CORNER Truss T06 Truss Type COMMON Qty 6 Ply 1 67 Clay corner Job Reference (optional) I32699135 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-KHLMgTFOZ0ausDOVQvnyTNQvTuN7b6WyE6Vo3hzbHfW Scale = 1:94.3 1 2 3 4 5 6 7 8 14 13 12 11 10 915 16 17 18 3x6 4x8 3x6 5x10 MT18HS 4x6 4x6 2x4 4x8 3x8 3x8 5x8 3x6 3x8 5x8 11-11-10 11-11-10 23-11-9 11-11-15 34-10-0 10-10-7 8-1-7 8-1-7 16-6-12 8-5-5 23-11-9 7-4-13 29-8-12 5-9-4 34-10-0 5-1-4 2-1-1111-9-101-1-127.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0] 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) 0.64 0.99 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.74 -1.12 0.09 (loc) 10-12 10-12 9 l/defl >558 >369 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 151 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-12,6-10,7-10,7-9: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-10, 2-14, 7-9 REACTIONS.(lb/size) 14=1694/0-3-8, 9=1581/Mechanical Max Horz 14=-289(LC 4) Max Uplift14=-57(LC 6), 9=-64(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-388/110, 2-3=-1976/194, 3-4=-1839/241, 4-5=-2192/317, 5-6=-2210/272, 6-7=-2177/178, 7-8=-432/29, 1-14=-354/102, 8-9=-299/47 BOT CHORD 14-15=-85/1670, 15-16=-85/1670, 13-16=-85/1670, 12-13=-85/1670, 12-17=0/1300, 17-18=0/1300, 11-18=0/1300, 10-11=0/1300, 9-10=-83/1811 WEBS 4-12=-47/831, 4-10=-167/993, 6-10=-439/210, 2-14=-1853/84, 7-9=-1974/167 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) 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) 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) 14, 9. 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) 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. 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. March 14,2018 Job 67_CLAY_CORNER Truss T07 Truss Type ROOF SPECIAL Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699136 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-oTvkupF0KKilTNzhzdIB?bz2fIlwKap5TmELb7zbHfV Scale = 1:93.3 12 3 4 5 6 7 8 9 16 15 14 13 12 11 1017 18 19 20 21 22 3x8 4x8 3x8 3x4 3x6 3x4 3x6 4x8 3x4 5x6 3x8 MT18HS 3x6 3x4 5x8 2x4 4-6-15 4-6-15 14-7-14 10-1-0 22-6-8 7-10-10 32-11-0 10-4-8 -0-11-0 0-11-0 4-6-15 4-6-15 9-9-8 5-2-10 18-7-3 8-9-11 27-4-14 8-9-11 32-11-0 5-6-2 1-0-011-10-33-6-07.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] 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-S) 0.74 0.89 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.76 0.08 (loc) 13-15 13-15 10 l/defl >999 >513 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 148 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-11,9-10,6-13: 2x4 SPF No.2, 8-10,2-16,4-15: 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 8-10 REACTIONS.(lb/size) 16=1599/0-3-8, 10=1602/0-3-8 Max Horz 16=316(LC 5) Max Uplift16=-97(LC 6), 10=-46(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2241/116, 3-4=-2203/196, 4-5=-1781/195, 5-6=-1645/231, 6-7=-1440/219, 7-8=-1575/183, 2-16=-1610/123 BOT CHORD 15-16=-306/299, 15-17=-111/1726, 17-18=-111/1726, 14-18=-111/1726, 13-14=-111/1726, 13-19=0/1155, 19-20=0/1155, 12-20=0/1155, 11-12=0/1155, 11-21=-13/1146, 21-22=-13/1146, 10-22=-13/1146 WEBS 6-11=-59/364, 8-11=-52/290, 8-10=-1650/111, 6-13=-66/835, 4-13=-528/213, 4-15=-10/268, 2-15=0/1733 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) 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. March 14,2018 Job 67_CLAY_CORNER Truss T08 Truss Type ROOF SPECIAL Qty 4 Ply 1 67 Clay corner Job Reference (optional) I32699137 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-oTvkupF0KKilTNzhzdIB?bz24InTKYg5TmELb7zbHfV Scale = 1:93.3 12 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1221 22 23 3x6 6x8 3x6 3x4 2x4 2x4 4x10 5x12 2x4 2x4 3x6 5x8 4x6 4x6 3x6 4x8 2x4 3x12 2x4 2-3-8 2-3-8 6-7-1 4-3-9 12-5-8 5-10-7 18-7-3 6-1-11 22-6-8 3-11-5 32-11-0 10-4-8 -0-11-0 0-11-0 2-3-8 2-3-8 6-7-1 4-3-9 12-5-8 5-10-7 18-7-3 6-1-11 27-4-14 8-9-11 32-11-0 5-6-2 1-0-011-10-33-6-00-8-07.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [10:0-2-5,0-2-1], [13:0-4-0,0-3-4], [16:0-4-8,0-2-0], [18:0-3-12,0-2-0] 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) 0.71 0.73 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.38 0.14 (loc) 12-13 12-13 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-16,7-14,7-13: 2x4 SPF No.2, 11-12,2-20: 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 6-15, 10-12 REACTIONS.(lb/size) 20=1446/0-3-8, 12=1509/0-3-8 Max Horz 20=316(LC 5) Max Uplift20=-97(LC 6), 12=-47(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2333/162, 3-4=-2354/257, 4-5=-1849/178, 5-6=-1743/197, 6-7=-1855/320, 7-8=-1463/281, 8-9=-1340/186, 9-10=-1422/170, 2-20=-1409/133 BOT CHORD 17-18=-144/1922, 16-17=-143/1923, 14-21=0/1050, 13-21=0/1050, 13-22=0/1056, 22-23=0/1056, 12-23=0/1056 WEBS 6-16=-383/188, 14-16=0/1022, 7-16=-210/958, 10-13=0/316, 10-12=-1536/53, 2-18=-191/1900, 4-17=0/257, 4-16=-479/107, 8-13=-280/132, 7-13=-150/421 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) 20, 12. 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) 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. 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. March 14,2018 Job 67_CLAY_CORNER Truss T08A Truss Type ROOF SPECIAL Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699138 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-GfT659Ge5eqc5WYuXKqQYoVCVh9M32aFhQ_u7ZzbHfU Scale = 1:93.3 12 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1222 23 24 3x6 6x8 5x6 2x4 3x4 2x4 2x4 4x10 5x12 2x4 2x4 5x6 3x4 6x8 6x6 4x8 2x4 3x12 4x8 3x6 0-1-152-3-8 2-3-8 6-7-0 4-3-8 12-5-8 5-10-8 18-7-3 6-1-11 22-6-8 3-11-5 30-4-1 7-9-9 32-11-0 2-6-15 -0-11-0 0-11-0 2-3-8 2-3-8 6-7-0 4-3-8 12-5-8 5-10-8 18-7-3 6-1-11 27-4-14 8-9-11 30-4-1 2-11-3 32-11-0 2-6-15 1-0-04-10-211-10-34-10-20-8-07.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [14:0-3-0,0-3-4], [17:0-4-8,0-2-0], [19:0-3-12,0-2-0] 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) 0.79 0.56 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.28 0.13 (loc) 14-15 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-17,7-15: 2x4 SPF No.2, 2-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 8-15 REACTIONS.(lb/size) 12=1464/0-3-8, 21=1422/0-3-8 Max Horz 21=329(LC 5) Max Uplift12=-50(LC 7), 21=-96(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2299/160, 3-4=-2325/265, 4-5=-1804/178, 5-6=-1641/197, 6-7=-1819/324, 7-8=-1259/223, 8-9=-1374/183, 9-10=-935/151, 10-11=-778/99, 11-12=-1457/107, 2-21=-1388/133 BOT CHORD 18-19=-150/1883, 17-18=-150/1883, 15-22=0/1166, 14-22=0/1166, 14-23=0/1036, 23-24=0/1036, 13-24=0/1036 WEBS 6-17=-394/193, 15-17=0/981, 7-17=-219/971, 9-14=0/304, 9-13=-687/18, 10-13=-599/110, 11-13=-82/1565, 2-19=-185/1881, 4-18=0/257, 4-17=-479/108, 7-15=-55/366, 8-15=-350/126 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) Provide adequate drainage to prevent water ponding. 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) 12, 21. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. March 14,2018 Job 67_CLAY_CORNER Truss T09 Truss Type ROOF SPECIAL Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699139 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-ks1UJVHGsxzTjg7451Lf402OK5SQoTPOw4jSg?zbHfT Scale = 1:97.9 12 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 3x6 8x16 4x8 5x12 5x8 5x6 3x4 2x4 2x4 5x8 5x12 2x4 2x4 2x4 10x16 2x4 3x8 8x8 2x4 5x12 5x6 2x4 3x12 0-1-152-3-8 2-3-8 6-7-1 4-3-9 12-5-8 5-10-7 18-7-3 6-1-11 23-0-0 4-4-13 27-5-13 4-5-13 34-0-14 6-7-1 35-11-0 1-10-2 -0-11-0 0-11-0 2-3-8 2-3-8 6-7-1 4-3-9 12-5-8 5-10-7 18-7-3 6-1-11 23-0-0 4-4-13 27-5-13 4-5-13 34-0-14 6-7-1 35-11-0 1-10-2 1-0-06-6-211-10-31-0-04-7-26-6-27.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [7:1-1-8,0-2-8], [9:0-4-0,Edge], [11:0-4-11,Edge], [17:Edge,0-3-8], [18:0-3-8,0-1-8], [20:0-4-8,0-2-0], [22:0-3-0,0-2-12] 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-S) 0.73 0.76 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.54 -1.27 0.71 (loc) 17-18 15-16 13 l/defl >790 >337 n/a L/d 240 180 n/a PLATES MT20 Weight: 193 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 *Except* 13-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-17,7-17,7-16: 2x4 SPF 2100F 1.8E, 7-20,10-14,7-18: 2x4 SPF No.2 2-24,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-4-0 max.): 10-11. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 6-19, 8-17, 10-16 2 Rows at 1/3 pts 7-17, 10-14 REACTIONS.(lb/size) 24=1537/0-3-8, 13=1485/0-3-8 Max Horz 24=276(LC 5) Max Uplift24=-93(LC 6), 13=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2495/207, 3-4=-2518/303, 4-5=-2029/194, 5-6=-1868/213, 6-7=-2040/338, 7-8=-3235/373, 8-9=-3308/297, 9-10=-3361/273, 10-11=-1498/138, 11-12=-1725/124, 2-24=-1500/150, 12-13=-1570/94 BOT CHORD 21-22=-235/2074, 20-21=-234/2075, 18-25=-30/1192, 17-25=-30/1192, 15-16=-416/5810, 14-15=-422/5807 WEBS 6-20=-385/190, 16-17=-62/3185, 18-20=-32/1161, 7-20=-228/986, 7-17=-3333/82, 7-16=-286/5210, 10-16=-3187/277, 11-14=0/455, 12-14=-105/1766, 2-22=-273/2033, 10-14=-4430/337, 4-21=0/257, 4-20=-477/114 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) Provide adequate drainage to prevent water ponding. 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) 24, 13. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. March 14,2018 Job 67_CLAY_CORNER Truss T09A Truss Type ROOF SPECIAL Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699140 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-D2bsWrIudF5KKqhGflsudDbV8VmkXwnY9kT?CSzbHfS Scale = 1:92.0 12 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 3x6 8x16 5x10 MT18HS 5x12 4x6 12x12 3x6 8x8 2x4 10x16 3x4 4x8 3x6 4x8 4x6 2x4 3x8 2x4 0-1-156-7-1 6-7-1 12-5-8 5-10-7 18-7-3 6-1-11 23-0-0 4-4-13 24-7-8 1-7-8 31-2-9 6-7-1 35-11-0 4-8-7 -0-11-0 0-11-0 6-7-1 6-7-1 12-5-8 5-10-7 18-7-3 6-1-11 23-0-0 4-4-13 24-7-8 1-7-8 31-2-9 6-7-1 35-11-0 4-8-7 1-0-08-2-211-10-31-0-04-7-28-2-27.00 12 Plate Offsets (X,Y)-- [6:1-1-12,0-3-0], [8:0-5-0,0-1-13], [9:0-6-0,0-0-9], [10:Edge,0-1-12], [12:0-2-8,0-2-0], [13:0-2-8,0-2-0], [15:Edge,0-3-8], [19:0-2-8,0-1-8], [20:Edge,0-10-0] 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) 0.98 0.88 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.87 0.51 (loc) 15 15-16 11 l/defl >999 >491 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 192 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-15,6-14: 2x4 SPF 2100F 1.8E, 6-17,6-16: 2x4 SPF No.2 2-20,10-11: 2x4 SPF-S Stud, 6-15: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-8 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 6-17 2 Rows at 1/3 pts 6-15 REACTIONS.(lb/size) 20=1624/0-3-8, 11=1559/0-3-8 Max Horz 20=274(LC 5) Max Uplift20=-92(LC 6), 11=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2291/156, 3-4=-2037/164, 4-5=-1871/197, 5-6=-2048/321, 6-7=-3491/379, 7-8=-3605/323, 8-9=-3749/313, 9-10=-2264/181, 2-20=-1555/155, 10-11=-1520/131 BOT CHORD 19-20=-263/331, 18-19=-206/1893, 17-18=-206/1893, 17-21=-31/1304, 16-21=-31/1304, 16-22=-31/1304, 15-22=-31/1304, 13-14=-214/3723, 12-13=-94/1919 WEBS 14-15=-62/3474, 3-17=-290/106, 6-17=-201/835, 8-14=-1508/123, 8-13=-827/140, 9-13=-140/2048, 10-12=-73/1787, 5-17=-392/189, 6-15=-3653/86, 6-14=-293/5624, 2-19=0/1574, 6-16=0/324 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 100 lb uplift at joint(s) 20, 11. 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 including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. March 14,2018 Job 67_CLAY_CORNER Truss T10 Truss Type PIGGYBACK BASE Qty 6 Ply 1 67 Clay corner Job Reference (optional) I32699141 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-D2bsWrIudF5KKqhGflsudDbYqVkPXx0Y9kT?CSzbHfS Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1120 21 3x8 5x8 6x10 3x6 5x8 WB 6x16 3x6 3x6 6x8 4x8 6x6 2x4 4x8 3x4 3x8 3x6 5x12 4x8 8-1-8 8-1-8 15-11-8 7-10-0 18-10-5 2-10-13 26-4-12 7-6-7 33-11-3 7-6-7 44-8-0 10-8-13 -0-11-0 0-11-0 8-1-8 8-1-8 15-11-8 7-10-0 18-10-5 2-10-13 26-4-12 7-6-7 33-11-3 7-6-7 39-6-12 5-7-8 44-8-0 5-1-4 1-0-012-0-01-1-124-7-27-4-147.00 12 3.56 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [6:0-4-8,0-2-0], [8:0-6-4,0-1-12], [15:0-2-8,0-3-0] 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) 0.81 0.97 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.91 0.44 (loc) 14-15 16-18 11 l/defl >999 >583 n/a L/d 240 180 n/a PLATES MT20 Weight: 184 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-8,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 17-19,11-13: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,10-11: 2x6 SP No.1, 2-18: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-5-3 max.): 6-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-15, 6-14, 9-11 REACTIONS.(lb/size) 19=1951/0-5-8, 11=1932/Mechanical Max Horz 19=282(LC 5) Max Uplift19=-98(LC 6), 11=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4792/410, 3-4=-4382/354, 4-5=-4258/398, 5-6=-3529/385, 6-7=-3026/348, 7-8=-3026/348, 8-9=-2727/274, 9-10=-496/18, 2-19=-2040/266, 10-11=-359/39 BOT CHORD 18-19=-310/649, 17-18=-411/4176, 16-17=-396/4209, 15-16=-266/3653, 15-20=-219/3017, 14-20=-219/3017, 13-14=-66/2286, 13-21=-66/2286, 12-21=-66/2286, 11-12=-154/2214 WEBS 3-16=-367/196, 5-16=-73/1287, 5-15=-1403/214, 6-15=-123/1489, 7-14=-504/211, 8-14=-208/1098, 8-12=0/320, 2-18=-170/3482, 9-11=-2379/270 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) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 11. 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) 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. March 14,2018 Job 67_CLAY_CORNER Truss T11 Truss Type PIGGYBACK BASE Qty 3 Ply 1 67 Clay corner Job Reference (optional) I32699142 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-hE8FkBJWOZDBy_GTCSN7AR7jOv4YGOOhOOCZkuzbHfR Scale = 1:97.4 12 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1221 22 3x8 5x8 6x10 5x8 WB 6x16 3x6 3x6 6x8 4x8 6x6 2x4 4x8 3x4 3x8 3x6 5x12 12x12 8-1-8 8-1-8 15-11-8 7-10-0 18-10-5 2-10-13 26-4-12 7-6-7 33-11-3 7-6-7 44-11-0 10-11-13 -0-11-0 0-11-0 8-1-8 8-1-8 15-11-8 7-10-0 18-10-5 2-10-13 26-4-12 7-6-7 33-11-3 7-6-7 39-9-0 5-9-12 44-11-0 5-2-0 45-10-0 0-11-0 1-0-012-0-01-0-04-7-27-4-147.00 12 3.56 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [6:0-4-8,0-2-0], [8:0-6-4,0-1-12], [12:Edge,0-3-8], [16:0-2-8,0-3-0] 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) 0.82 0.97 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.92 0.45 (loc) 15-16 17-19 12 l/defl >999 >579 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-8,8-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 18-20,12-14: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-20,10-12: 2x6 SP No.1, 2-19: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 6-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-16, 6-15, 9-12 REACTIONS.(lb/size) 20=1961/0-5-8, 12=2011/0-3-8 Max Horz 20=272(LC 5) Max Uplift20=-99(LC 6), 12=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4821/395, 3-4=-4416/337, 4-5=-4292/380, 5-6=-3560/374, 6-7=-3062/342, 7-8=-3062/342, 8-9=-2785/270, 9-10=-624/20, 2-20=-2051/261, 10-12=-513/80 BOT CHORD 19-20=-298/651, 18-19=-366/4202, 17-18=-351/4235, 16-17=-249/3682, 16-21=-205/3044, 15-21=-205/3044, 14-15=-36/2335, 14-22=-36/2335, 13-22=-36/2335, 12-13=-129/2306 WEBS 3-17=-363/197, 5-17=-62/1294, 5-16=-1408/210, 6-16=-119/1495, 6-15=-251/251, 7-15=-503/211, 8-15=-209/1083, 8-13=0/348, 2-19=-156/3505, 9-12=-2313/269 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) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 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) 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. March 14,2018 Job 67_CLAY_CORNER Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 67 Clay corner Job Reference (optional) I32699143 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-9RidxXJ88sL2a8rfmAuMieg?hJVB?u5qc2y6GKzbHfQ Scale = 1:53.2 1 2 3 4 5 10 9 8 7 611 12 13 14 15 16 5x8 4x8 5x8 3x8 3x8 10x10 3x8 10x10 3x8 10x10 3-5-6 3-5-6 6-9-8 3-4-2 10-1-10 3-4-2 13-7-0 3-5-6 3-5-6 3-5-6 6-9-8 3-4-2 10-1-10 3-4-2 13-7-0 3-5-6 1-3-06-10-151-3-010.00 12 Plate Offsets (X,Y)-- [7:0-3-8,0-5-0], [9:0-3-8,0-5-0] 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) 0.33 0.69 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.02 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 3-8,1-9,5-7: 2x4 SPF No.2, 1-10,5-6: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=6242/0-5-8, 6=6279/0-5-8 Max Horz 10=162(LC 4) Max Uplift10=-128(LC 5), 6=-129(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6075/157, 2-3=-4717/181, 3-4=-4717/181, 4-5=-6080/157, 1-10=-5222/125, 5-6=-5224/125 BOT CHORD 10-11=-158/644, 9-11=-158/644, 9-12=-134/4604, 12-13=-134/4604, 8-13=-134/4604, 8-14=-68/4608, 14-15=-68/4608, 7-15=-68/4608, 7-16=-15/652, 6-16=-15/652 WEBS 3-8=-165/5734, 4-8=-1523/118, 4-7=-31/1865, 2-8=-1517/118, 2-9=-30/1856, 1-9=-60/4155, 5-7=-61/4151 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-7 2x4 - 1 row at 0-6-0 oc, member 2-9 2x4 - 1 row at 0-6-0 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=128, 6=129. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1912 lb down and 38 lb up at 1-9-12, 1912 lb down and 38 lb up at 3-9-12, 1912 lb down and 38 lb up at 5-9-12, 1912 lb down and 38 lb up at 7-9-12, and 1912 lb down and 38 lb up at 9-9-12, and 1912 lb down and 38 lb up at 11-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). 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. March 14,2018 Job 67_CLAY_CORNER Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 67 Clay corner Job Reference (optional) I32699143 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:15 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-9RidxXJ88sL2a8rfmAuMieg?hJVB?u5qc2y6GKzbHfQ 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, 6-10=-20 Concentrated Loads (lb) Vert: 11=-1912(F) 12=-1912(F) 13=-1912(F) 14=-1912(F) 15=-1912(F) 16=-1912(F) 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 67_CLAY_CORNER Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 67 Clay corner Job Reference (optional) I32699144 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-ddG?8tKnvATvBIQrKtPbFsD6witmkIC_rihfpnzbHfP Scale = 1:49.8 1 2 3 7 6 5 48 9 10 11 12 4x6 4x8 4x6 3x8 3x8 10x10 10x10 4-2-11 4-2-11 8-2-13 4-0-3 12-5-8 4-2-11 6-2-12 6-2-12 12-5-8 6-2-12 1-3-06-5-51-3-010.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [3:0-3-0,0-1-12] 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 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.54 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.12 0.01 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 1-7,3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=4598/0-3-8 (req. 0-3-10), 4=5747/0-5-8 Max Horz 7=-150(LC 3) Max Uplift7=-214(LC 5), 4=-266(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4657/263, 2-3=-4693/265, 1-7=-3796/197, 3-4=-3810/197 BOT CHORD 7-8=-204/538, 6-8=-204/538, 6-9=-122/2551, 9-10=-122/2551, 5-10=-122/2551, 5-11=-93/602, 11-12=-93/602, 4-12=-93/602 WEBS 2-5=-132/2956, 2-6=-128/2874, 1-6=-173/3071, 3-5=-174/3033 NOTES-(12-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 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) 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. 7) WARNING: Required bearing size at joint(s) 7 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=214, 4=266. 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) 1561 lb down and 76 lb up at 1-11-4, 1561 lb down and 76 lb up at 3-11-4, 1561 lb down and 76 lb up at 5-11-4, 1561 lb down and 76 lb up at 7-11-4, and 1561 lb down and 76 lb up at 9-11-4, and 1567 lb down and 72 lb up at 11-11-4 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) 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. March 14,2018 Job 67_CLAY_CORNER Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 67 Clay corner Job Reference (optional) I32699144 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:16 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-ddG?8tKnvATvBIQrKtPbFsD6witmkIC_rihfpnzbHfP LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-7=-20 Concentrated Loads (lb) Vert: 6=-1561(F) 8=-1561(F) 9=-1561(F) 10=-1561(F) 11=-1561(F) 12=-1567(F) 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 67_CLAY_CORNER Truss TG03 Truss Type HALF HIP GIRDER Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699145 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-ddG?8tKnvATvBIQrKtPbFsD6BiqBkMP_rihfpnzbHfP Scale = 1:27.2 1 2 3 4 5 9 8 7 6 10 11 2x4 8x16 5x12 2x4 3x8 8x8 4x6 2-9-0 2-9-0 5-3-8 2-6-8 7-4-0 2-0-8 2-9-0 2-9-0 5-3-8 2-6-8 7-4-0 2-0-8 1-9-03-4-51-0-03-6-31-0-04.00 12 Plate Offsets (X,Y)-- [7:0-9-0,0-1-8] 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) 0.61 0.71 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.01 (loc) 7-8 7-8 6 l/defl >999 >792 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-7,5-6: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-8 max.): 4-7, 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=968/Mechanical, 9=1810/0-3-8 Max Horz 9=132(LC 5) Max Uplift6=-76(LC 5), 9=-80(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1145/55, 4-7=-547/94, 4-5=-1053/95, 1-9=-991/58 BOT CHORD 8-11=-147/1813, 7-11=-147/1813, 6-7=-86/1056 WEBS 2-8=-34/885, 2-4=-1133/110, 4-8=-769/41, 1-8=-45/1160 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) Provide adequate drainage to prevent water ponding. 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, 9. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 745 lb down and 31 lb up at 0-1-12, and 738 lb down and 35 lb up at 2-4-12, and 738 lb down and 35 lb up at 4-4-12 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 9=-745(B) 10=-738(B) 11=-738(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. March 14,2018 Job 67_CLAY_CORNER Truss V01 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699146 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-ddG?8tKnvATvBIQrKtPbFsDAqiyKkUi_rihfpnzbHfP Scale = 1:43.4 1 2 3 5 46 73x8 2x4 2x4 2x4 2x4 10-2-10 10-2-10 0-0-45-11-87.00 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) 0.37 0.25 0.10 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: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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.(lb/size) 1=180/10-2-10, 4=161/10-2-10, 5=546/10-2-10 Max Horz 1=168(LC 5) Max Uplift4=-20(LC 5), 5=-106(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-344/152 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=106. 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. March 14,2018 Job 67_CLAY_CORNER Truss V02 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699147 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-5pqNMCLPgUbmpR?1ubwqn3lKi6HVTxo74MRDLDzbHfO Scale = 1:32.5 1 2 3 5 42x4 2x4 2x4 2x4 2x4 7-4-5 7-4-5 0-0-44-3-87.00 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) 0.43 0.25 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: 17 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 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=77/7-4-5, 4=124/7-4-5, 5=348/7-4-5 Max Horz 1=121(LC 5) Max Uplift1=-2(LC 4), 4=-14(LC 5), 5=-76(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-261/139 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, 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. March 14,2018 Job 67_CLAY_CORNER Truss V03 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699148 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-5pqNMCLPgUbmpR?1ubwqn3lI76FMTxZ74MRDLDzbHfO Scale = 1:19.2 1 2 3 2x4 2x4 2x4 4-6-0 4-6-0 0-0-42-7-87.00 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) 0.53 0.33 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 4-6-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=160/4-6-0, 3=160/4-6-0 Max Horz 1=71(LC 5) Max Uplift1=-3(LC 6), 3=-24(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. March 14,2018 Job 67_CLAY_CORNER Truss V05 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699149 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:SGPsrMIORHY7TCHdjVVp3Szroeb-5pqNMCLPgUbmpR?1ubwqn3lKq6GcTw_74MRDLDzbHfO Scale = 1:36.8 1 2 3 45x8 5x6 5x8 2x4 11-1-5 11-1-5 5-6-10 5-6-10 11-1-5 5-6-10 0-0-44-7-90-0-410.00 12 Plate Offsets (X,Y)-- [1:0-1-3,Edge], [2:0-2-1,Edge], [3:0-2-0,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) 0.42 0.31 0.10 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: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 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=206/11-1-5, 3=206/11-1-5, 4=414/11-1-5 Max Horz 1=-101(LC 4) Max Uplift1=-14(LC 6), 3=-20(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. March 14,2018 Job 67_CLAY_CORNER Truss V06 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699150 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:SGPsrMIORHY7TCHdjVVp3Szroeb-Z0OlZYM1RnjdRbaERIS3KHIUMWctCO1HI0AmtfzbHfN Scale = 1:29.3 1 2 3 42x4 3x4 2x4 2x4 8-3-11 8-3-11 4-1-13 4-1-13 8-3-11 4-1-13 0-0-43-5-90-0-410.00 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) 0.50 0.31 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=176/8-3-11, 3=176/8-3-11, 4=267/8-3-11 Max Horz 1=-75(LC 4) Max Uplift1=-25(LC 7), 3=-31(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. March 14,2018 Job 67_CLAY_CORNER Truss V07 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699151 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:SGPsrMIORHY7TCHdjVVp3Szroeb-Z0OlZYM1RnjdRbaERIS3KHIY_WfiCOUHI0AmtfzbHfN Scale = 1:20.7 1 2 3 42x4 3x4 2x4 2x4 5-6-1 5-6-1 2-9-1 2-9-1 5-6-1 2-9-1 0-0-42-3-90-0-410.00 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) 0.20 0.13 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 5-6-1 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=112/5-6-1, 3=112/5-6-1, 4=170/5-6-1 Max Horz 1=48(LC 5) Max Uplift1=-16(LC 7), 3=-20(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. March 14,2018 Job 67_CLAY_CORNER Truss V08 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699152 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:SGPsrMIORHY7TCHdjVVp3Szroeb-Z0OlZYM1RnjdRbaERIS3KHIbZWfACOpHI0AmtfzbHfN Scale = 1:10.1 1 2 3 2x4 2x4 2x4 2-8-8 2-8-8 1-4-4 1-4-4 2-8-8 1-4-4 0-0-41-1-90-0-410.00 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) 0.04 0.10 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: 4 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 2-8-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=85/2-8-8, 3=85/2-8-8 Max Horz 1=21(LC 5) Max Uplift1=-3(LC 6), 3=-3(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. March 14,2018 Job 67_CLAY_CORNER Truss V09 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699153 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:SGPsrMIORHY7TCHdjVVp3Szroeb-1Cy8nuMfC5rT2l9Q?0zItUqhhwzDxqrQXgwJP5zbHfM Scale = 1:34.7 1 2 3 43x8 5x6 3x8 2x4 9-11-13 9-11-13 4-11-14 4-11-14 9-11-13 4-11-15 0-0-44-1-150-0-410.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [3:0-3-2,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) 0.33 0.24 0.08 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: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 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=193/9-11-13, 3=193/9-11-13, 4=351/9-11-13 Max Horz 1=-90(LC 4) Max Uplift1=-18(LC 6), 3=-23(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. March 14,2018 Job 67_CLAY_CORNER Truss V10 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699154 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:SGPsrMIORHY7TCHdjVVp3Szroeb-1Cy8nuMfC5rT2l9Q?0zItUqhDwzOxrWQXgwJP5zbHfM Scale = 1:25.8 1 2 3 42x4 3x4 2x4 2x4 7-2-3 7-2-3 3-7-1 3-7-1 7-2-3 3-7-1 0-0-42-11-150-0-410.00 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 0.23 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=150/7-2-3, 3=150/7-2-3, 4=228/7-2-3 Max Horz 1=64(LC 5) Max Uplift1=-22(LC 7), 3=-26(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. March 14,2018 Job 67_CLAY_CORNER Truss V11 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699155 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:SGPsrMIORHY7TCHdjVVp3Szroeb-1Cy8nuMfC5rT2l9Q?0zItUql0w?kxrqQXgwJP5zbHfM Scale = 1:14.3 1 2 3 4 2x4 3x4 2x4 2x4 4-4-9 4-4-9 2-2-5 2-2-5 4-4-9 2-2-5 0-0-41-9-150-0-410.00 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) 0.12 0.08 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: 9 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 4-4-9 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=87/4-4-9, 3=87/4-4-9, 4=131/4-4-9 Max Horz 1=-37(LC 4) Max Uplift1=-13(LC 7), 3=-15(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. March 14,2018 Job 67_CLAY_CORNER Truss V12 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699156 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-VOWW_ENHzPzKgvkcZjUXPiNuQKKWgHsamKftyYzbHfL Scale = 1:45.6 1 2 3 4 7 6 583x4 3x4 2x4 2x4 2x4 2x4 2x4 10-9-4 10-9-4 0-0-46-3-67.00 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) 0.21 0.17 0.09 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: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 10-9-4. (lb) - Max Horz 1=178(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=446(LC 1), 7=253(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-269/122 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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. March 14,2018 Job 67_CLAY_CORNER Truss V13 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699157 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-VOWW_ENHzPzKgvkcZjUXPiNq9KIkgIRamKftyYzbHfL Scale = 1:34.8 1 2 3 5 42x4 2x4 2x4 2x4 2x4 7-10-15 7-10-15 0-0-44-7-67.00 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) 0.48 0.28 0.06 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: 18 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 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=101/7-10-15, 4=120/7-10-15, 5=371/7-10-15 Max Horz 1=130(LC 5) Max Uplift4=-15(LC 5), 5=-81(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-278/147 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) 4, 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. March 14,2018 Job 67_CLAY_CORNER Truss V14 Truss Type GABLE Qty 1 Ply 1 67 Clay corner Job Reference (optional) I32699158 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 17:03:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-_a4uCaOvki5BI3Jp7Q?myvw0JjevPlZj?zPQU_zbHfK Scale = 1:20.0 1 2 3 4 3x6 2x4 3x6 2x4 5-0-11 5-0-11 4-1-0 4-1-0 5-0-11 0-11-10 0-0-42-4-107.00 12 Plate Offsets (X,Y)-- [1:0-5-12,Edge], [2:0-2-0,0-0-4], [3:0-2-8,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) 0.39 0.29 0.00 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: 10 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 5-0-11 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=182/5-0-11, 4=182/5-0-11 Max Horz 1=66(LC 5) Max Uplift1=-7(LC 6), 4=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Provide adequate drainage to prevent water ponding. 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, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. March 14,2018 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.