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HomeMy WebLinkAbout18030077 Mfg TrussesRe: Liu, Xuegang Pages or sheets covered by this seal: I32595137 thru I32595204 My license renewal date for the state of Indiana is July 31, 2018. 79_Bear_Creek_Estates 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: 79 Bear creek estates 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss GE01 Truss Type GABLE Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595137 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-pliZ38Qb4QFFGe0STQPwPSIeN3To0SO7WJXhD9zexTE Scale = 1:69.0 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 12-9-8 12-9-8 -0-11-0 0-11-0 6-4-12 6-4-12 12-9-8 6-4-12 13-8-8 0-11-0 1-5-07-9-121-5-012.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.11 0.39 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: 190 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 12-9-8. (lb) - Max Horz 24=-190(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-191(LC 4), 14=-173(LC 5), 23=-184(LC 5), 15=-172(LC 4) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 except 19=254(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-19=-289/0 NOTES-(10-13) 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) 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=191, 14=173, 23=184, 15=172. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss GE02 Truss Type GABLE Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595138 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-pliZ38Qb4QFFGe0STQPwPSIeB3TY0Yo7WJXhD9zexTE Scale = 1:42.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 6 5 4 3x4 4x6 3x4 2x4 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3-8-12 3-8-12 7-5-8 3-8-12 3-8-12 3-8-12 7-5-8 3-8-12 1-5-05-1-121-5-012.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-1-8], [3:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.13 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 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* 1-6,3-4: 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 10-0-0 oc bracing. REACTIONS.(lb/size) 6=287/0-3-8, 4=287/0-3-0 Max Horz 6=-124(LC 4) Max Uplift6=-13(LC 7), 4=-13(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-259/48, 3-4=-259/48 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss GE03 Truss Type GABLE Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595139 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-HyGxGUQDrkN6unbe17w9yfrnvTn2lxWHlzGEmbzexTD Scale = 1:93.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 29 3028 3x4 3x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-0-02-0-0 19-11-0 19-11-0 -1-0-0 1-0-0 9-11-8 9-11-8 19-11-0 9-11-8 20-11-0 1-0-0 1-5-011-4-81-5-012.00 12 Plate Offsets (X,Y)-- [12:0-0-0,0-0-0], [13:0-0-0,0-0-0], [23:0-3-0,0-3-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.17 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 15 15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 376 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* 8-28,29-30: 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. WEBS 1 Row at midpt 6-23, 10-20 JOINTS 1 Brace at Jt(s): 28, 29, 30 REACTIONS.All bearings 19-11-0. (lb) - Max Horz 27=273(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 19, 18 except 27=-168(LC 4), 16=-150(LC 5), 26=-196(LC 6), 20=-100(LC 7), 17=-191(LC 7) Max Grav All reactions 250 lb or less at joint(s) 27, 16, 22, 21, 23, 24, 25, 26, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-26/327, 9-10=-25/328 NOTES-(10-13) 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 19, 18 except (jt=lb) 27=168, 16=150, 26=196, 20=100, 17=191. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss GE04 Truss Type GABLE Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595140 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-l8qJUqRrc1VzVx9qbrROUtNrOt?yUP1Q_d0nI1zexTC Scale: 1/8"=1' Sheet Front Right Option 5-11-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 20 18 42 17 19 412x4 4x6 4x8 3x12 2x4 3x6 3x8 2x4 4x6 3x4 4x6 3x4 3x6 3x4 2x4 2x4 4x6 3x6 2x4 2x4 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 5-10-12 10-7-0 10-7-0 16-6-0 5-11-0 19-9-4 3-3-4 21-1-8 1-4-4 27-1-0 5-11-8 2-2-6 2-2-6 5-5-4 3-2-14 9-10-4 4-5-0 10-7-0 0-8-12 16-6-0 5-11-0 21-7-12 5-1-12 24-10-10 3-2-14 27-1-0 2-2-6 1-5-012-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-12], [6:0-4-4,0-1-0], [6:0-6-0,0-3-3], [7:0-1-8,0-1-8], [8:0-2-8,0-2-0], [16:Edge,0-2-0], [37:0-1-9,0-1-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.82 0.64 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.73 0.02 (loc) 15-16 15-16 11 l/defl >806 >321 n/a L/d 240 180 n/a PLATES MT20 Weight: 363 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* 5-15,6-15,6-13: 2x4 SPF No.2, 1-16,10-11: 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, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 6-19 JOINTS 1 Brace at Jt(s): 17, 18, 19 REACTIONS.(lb/size) 13=1065/0-3-8, 16=788/0-3-8, 11=290/0-3-0 Max Horz 16=-284(LC 4) Max Uplift16=-49(LC 6), 11=-89(LC 7) Max Grav 13=1065(LC 1), 16=788(LC 1), 11=319(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-729/171, 3-4=-604/227, 4-5=-404/232, 5-6=-289/180, 6-7=-160/312 BOT CHORD 15-16=-199/458 WEBS 15-18=-31/335, 6-18=-31/338, 13-42=-290/250, 17-42=-265/236, 2-16=-674/115, 6-19=-608/32, 19-41=-692/57, 13-41=-632/33 NOTES-(10-13) 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) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 11. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss GE05 Truss Type GABLE Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595141 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-DKOhh9STNLdq75k19Yyd14w??HUaDuraCHlLqTzexTB Scale = 1:65.6 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 11 10 9 8 72x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-3-6 8-3-6 0-0-48-3-612.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.89 0.11 0.09 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: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 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 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS.All bearings 8-3-6. (lb) - Max Horz 1=236(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 8, 9, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 8, 9, 10, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 8, 9, 10, 11. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss J01 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595142 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-DKOhh9STNLdq75k19Yyd14wAAHTDDvBaCHlLqTzexTB Scale = 1:14.0 1 2 5 6 3 7 4 3x8 3-7-12 3-7-8 -1-1-3 1-1-3 3-7-12 3-7-12 0-9-01-9-31-5-21-9-33.34 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=224/0-3-11, 3=90/Mechanical, 4=36/Mechanical Max Horz 5=52(LC 5) Max Uplift5=-48(LC 9), 3=-31(LC 11) Max Grav 5=224(LC 1), 3=90(LC 1), 4=66(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 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; cantilever left and right exposed ; end vertical left and right exposed; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 4 lb up at 2-2-3 on top chord, and 2 lb up at 2-2-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=1(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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss J02 Truss Type Jack-Open Qty 3 Ply 1 79 Bear creek estates Job Reference (optional) I32595143 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-DKOhh9STNLdq75k19Yyd14wBEHU1DvBaCHlLqTzexTB Scale = 1:14.0 1 2 5 3 4 3x8 3-0-8 3-0-8 -0-11-0 0-11-0 3-0-8 3-0-8 0-9-01-9-31-5-01-9-34.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=187/0-3-8, 3=74/Mechanical, 4=30/Mechanical Max Horz 5=52(LC 6) Max Uplift5=-36(LC 4), 3=-28(LC 6) Max Grav 5=187(LC 1), 3=74(LC 1), 4=54(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss J03 Truss Type Jack-Open Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595144 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-hXy4vVT68flglFJDiFUsaITMVhryyMRjRxVuMwzexTA Scale: 1"=1' 1 2 5 3 43x8 2-0-0 2-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 0-9-01-5-01-0-131-5-04.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=153/0-3-8, 3=42/Mechanical, 4=17/Mechanical Max Horz 5=42(LC 6) Max Uplift5=-37(LC 4), 3=-16(LC 6) Max Grav 5=153(LC 1), 3=42(LC 1), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss J04 Truss Type Jack-Open Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595145 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-hXy4vVT68flglFJDiFUsaITMVhr?yMRjRxVuMwzexTA Scale = 1:11.8 1 2 5 3 43x8 1-10-15 1-10-15 -0-11-0 0-11-0 1-10-15 1-10-15 0-9-01-4-101-0-71-4-104.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=151/0-3-8, 3=39/Mechanical, 4=16/Mechanical Max Horz 5=41(LC 6) Max Uplift5=-37(LC 4), 3=-15(LC 6) Max Grav 5=151(LC 1), 3=39(LC 1), 4=33(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss J05 Truss Type Jack-Open Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595146 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-hXy4vVT68flglFJDiFUsaITMVhrbyMRjRxVuMwzexTA Scale: 1"=1' 1 2 5 3 4 3x6 2-7-7 2-7-7 -0-11-0 0-11-0 2-7-7 2-7-7 0-8-71-5-51-1-41-5-53.41 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=172/0-3-8, 3=61/Mechanical, 4=24/Mechanical Max Horz 5=41(LC 6) Max Uplift5=-39(LC 4), 3=-21(LC 6) Max Grav 5=172(LC 1), 3=61(LC 1), 4=46(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss J06 Truss Type Jack-Open Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595147 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-9jWS6rUkvytXNPuPGz?56V?XD4BnhpgsgbESvMzexT9 Scale = 1:12.1 1 2 5 3 4 3x6 2-8-3 2-8-3 -0-11-0 0-11-0 2-8-3 2-8-3 0-8-61-5-71-1-61-5-73.39 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=174/0-3-8, 3=63/Mechanical, 4=25/Mechanical Max Horz 5=41(LC 6) Max Uplift5=-39(LC 4), 3=-22(LC 6) Max Grav 5=174(LC 1), 3=63(LC 1), 4=47(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss J07 Truss Type Jack-Open Girder Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595148 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-9jWS6rUkvytXNPuPGz?56V?VI49HhpgsgbESvMzexT9 Scale = 1:14.0 1 2 3 4 6 5 3x6 3x4 3-7-15 3-7-11 -1-1-4 1-1-4 3-7-15 3-7-15 0-9-01-9-33.32 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-3] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=98/Mechanical, 2=220/0-3-11, 5=36/Mechanical Max Horz 2=38(LC 3) Max Uplift4=-38(LC 3), 2=-44(LC 9) Max Grav 4=98(LC 1), 2=220(LC 1), 5=72(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 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; cantilever left and right exposed ; end vertical left and right exposed; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 6 lb up at 2-3-8 on top chord, and 2 lb up at 2-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=0(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. March 2,2018 Job 79_BEAR_CREEK_ESTATES Truss J08 Truss Type Jack-Open Qty 16 Ply 1 79 Bear creek estates Job Reference (optional) I32595149 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-9jWS6rUkvytXNPuPGz?56V?Rb48vhpgsgbESvMzexT9 Scale = 1:36.4 1 2 5 3 4 3x6 3x6 4-0-0 4-0-0 -0-11-0 0-11-0 4-0-0 4-0-0 1-5-05-5-04-10-95-5-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.50 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.03 -0.07 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=223/0-3-8, 3=103/Mechanical, 4=42/Mechanical Max Horz 5=181(LC 6) Max Uplift3=-104(LC 6), 4=-11(LC 6) Max Grav 5=223(LC 1), 3=103(LC 1), 4=75(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=104. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss J09 Truss Type Jack-Open Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595150 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-ev4qKBUMfG?O_ZTcqgWKfjYe2UXFQGw0uF_?RozexT8 Scale = 1:17.9 1 2 5 3 4 2x4 3x4 2-1-11 2-1-11 -2-0-10 2-0-10 2-1-11 2-1-11 1-5-02-4-82-0-02-4-85.37 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=-2/Mechanical, 5=279/0-6-5, 4=10/Mechanical Max Horz 5=51(LC 6) Max Uplift3=-15(LC 5), 5=-80(LC 6) Max Grav 3=5(LC 4), 5=279(LC 1), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 3, 5. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss J10 Truss Type Jack-Open Qty 2 Ply 1 79 Bear creek estates Job Reference (optional) I32595151 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-ev4qKBUMfG?O_ZTcqgWKfjYhcUWlQGw0uF_?RozexT8 Scale = 1:18.1 1 2 5 3 4 2x4 2x4 3-0-0 3-0-0 -0-11-0 0-11-0 3-0-0 3-0-0 0-11-02-5-02-0-52-5-06.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=186/0-3-8, 3=73/Mechanical, 4=29/Mechanical Max Horz 5=76(LC 6) Max Uplift5=-22(LC 6), 3=-36(LC 6) Max Grav 5=186(LC 1), 3=73(LC 1), 4=54(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss J11 Truss Type JACK-OPEN Qty 13 Ply 1 79 Bear creek estates Job Reference (optional) I32595152 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-ev4qKBUMfG?O_ZTcqgWKfjYcdUUHQGw0uF_?RozexT8 Scale = 1:35.7 1 2 5 3 4 3x6 3x6 3-10-8 3-10-8 -0-11-0 0-11-0 3-10-8 3-10-8 1-5-05-3-84-9-15-3-812.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.03 -0.07 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=218/0-3-8, 3=99/Mechanical, 4=41/Mechanical Max Horz 5=177(LC 6) Max Uplift3=-101(LC 6), 4=-11(LC 6) Max Grav 5=218(LC 1), 3=99(LC 1), 4=72(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=101. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss J12 Truss Type Jack-Open Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595153 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-66dCXXV_Qa7Fci2oOO1ZBw5rxurL9iA97vjYzFzexT7 Scale = 1:23.0 1 2 5 3 4 3x4 3x6 2-6-5 2-6-5 -1-3-9 1-3-9 2-6-5 2-6-5 1-5-03-2-70-5-62-9-13-2-78.49 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=203/0-4-3, 3=48/Mechanical, 4=21/Mechanical Max Horz 5=112(LC 6) Max Uplift5=-4(LC 6), 3=-44(LC 6), 4=-11(LC 6) Max Grav 5=203(LC 1), 3=48(LC 1), 4=45(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss J13 Truss Type Jack-Open Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595154 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-66dCXXV_Qa7Fci2oOO1ZBw5tMusD9iA97vjYzFzexT7 Scale = 1:23.1 1 2 33x4 2-7-8 2-7-8 2-7-8 2-7-8 0-7-23-2-102-8-33-2-1012.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-0-13] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 1-3 1-3 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=73/Mechanical, 3=24/Mechanical, 1=97/0-3-8 Max Horz 1=87(LC 6) Max Uplift2=-73(LC 6) Max Grav 2=73(LC 1), 3=48(LC 2), 1=97(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss J14 Truss Type Jack-Open Structural Gable Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595155 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-66dCXXV_Qa7Fci2oOO1ZBw5pousU9iA97vjYzFzexT7 Scale = 1:17.9 1 2 5 3 4 2x4 3x4 2-1-11 2-1-11 -2-0-10 2-0-10 2-1-11 2-1-11 1-5-02-4-82-0-02-4-85.37 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=-1/Mechanical, 5=279/0-6-5, 4=10/Mechanical Max Horz 5=51(LC 6) Max Uplift3=-15(LC 5), 5=-80(LC 6) Max Grav 3=5(LC 4), 5=279(LC 1), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 3, 5. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss J15 Truss Type Jack-Open Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595156 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-66dCXXV_Qa7Fci2oOO1ZBw5rOurT9iA97vjYzFzexT7 Scale = 1:25.3 1 4 2 3 2x4 2x4 3-0-12 3-0-12 3-0-12 3-0-12 1-5-03-7-03-1-103-7-08.49 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.03 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=116/0-4-9, 2=83/Mechanical, 3=32/Mechanical Max Horz 4=81(LC 6) Max Uplift2=-60(LC 6), 3=-2(LC 6) Max Grav 4=116(LC 1), 2=83(LC 1), 3=57(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss M01 Truss Type MONOPITCH Qty 3 Ply 1 79 Bear creek estates Job Reference (optional) I32595157 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-aIBaktWcBtF6Esd_x5Yok8dwAI69u9nJMZT6WhzexT6 Scale = 1:23.7 1 2 3 5 4 2x4 3x8 2x4 6-8-8 6-8-8 -0-11-0 0-11-0 6-8-8 6-8-8 0-9-02-11-130-3-84.00 12 Plate Offsets (X,Y)-- [4:0-1-14,0-0-10] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.61 0.40 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.24 0.00 (loc) 4-5 4-5 l/defl >907 >323 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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 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=327/0-3-8, 4=253/0-1-8 Max Horz 5=90(LC 6) Max Uplift5=-41(LC 4), 4=-37(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-272/144 NOTES-(8-11) 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) 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. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss M01A Truss Type MONOPITCH Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-aIBaktWcBtF6Esd_x5Yok8dvZI60u9lJMZT6WhzexT6 Scale = 1:22.3 1 2 4 3 3x8 2x4 2x4 6-8-8 6-8-8 6-8-8 6-8-8 0-9-02-11-130-3-84.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.41 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.25 0.00 (loc) 3-4 3-4 l/defl >870 >314 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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* 1-4: 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) 4=258/0-3-8, 3=258/0-1-8 Max Horz 4=74(LC 6) Max Uplift4=-6(LC 4), 3=-39(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 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) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss PB01 Truss Type Piggyback Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595159 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:01:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-aIBaktWcBtF6Esd_x5Yok8d20ICbu93JMZT6WhzexT6 Scale = 1:14.6 1 2 3 4 5 67 9 8 4x6 4x6 2x4 2x4 2x4 2x4 0-2-27-2-0 7-2-0 7-2-0 7-2-0 0-4-31-3-61-5-80-1-80-5-30-1-81-3-66.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [6:0-2-6,0-1-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-8-0. (lb) - Max Horz 2=27(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss PB02 Truss Type GABLE Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595160 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-2UlzyDXEyBNzr0CAVp31GLABiiXwdcNSbCDf27zexT5 Scale = 1:20.2 2 3 4 6 1 5 4x6 2x4 2x4 2x4 7-2-0 7-2-0 4-9-5 4-9-5 7-2-0 2-4-11 -0-0-42-4-72-4-110-1-00-1-86.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.11 0.02 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: 18 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 7-2-0. (lb) - Max Horz 1=54(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5, 4 except 1=-152(LC 1), 2=-117(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 4, 6 except 2=377(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 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 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 1=152, 2=117. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss PB03 Truss Type Piggyback Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595161 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-2UlzyDXEyBNzr0CAVp31GLAC0iYhdcISbCDf27zexT5 Scale = 1:14.6 1 2 3 4 5 6 78 10 9 4x6 4x6 2x4 2x4 2x4 2x4 0-2-27-2-0 7-2-0 7-2-0 7-2-0 0-4-31-1-61-3-80-1-80-5-30-1-81-1-66.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-12], [7:0-2-6,0-1-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 7 7 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-8-0. (lb) - Max Horz 2=23(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 7, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 7, 10, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7, 10. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss PB04 Truss Type PIGGYBACK Qty 3 Ply 1 79 Bear creek estates Job Reference (optional) I32595162 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-WhJL9ZXsjVVqTAnN3WbGpZjOh5uvM3fcpsyCaazexT4 Scale = 1:25.1 1 2 3 45 6 4x6 2x4 2x4 2x4 5-11-0 5-11-0 2-11-8 2-11-8 5-11-0 2-11-8 0-5-32-11-80-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 17 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 5-11-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=143/4-9-10, 4=143/4-9-10, 6=140/4-9-10 Max Horz 2=-59(LC 4) Max Uplift2=-28(LC 6), 4=-33(LC 7) Max Grav 2=143(LC 1), 4=143(LC 1), 6=147(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss PB04GE Truss Type GABLE Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595163 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-WhJL9ZXsjVVqTAnN3WbGpZjOW5uvM3hcpsyCaazexT4 Scale = 1:25.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 6 1 5 4x6 2x4 2x4 2x4 5-11-0 5-11-0 2-11-8 2-11-8 5-11-0 2-11-8 2-11-80-1-40-1-812.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.06 0.02 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: 33 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 5-11-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-11-0. (lb) - Max Horz 1=-64(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 2=-137(LC 6), 4=-121(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=255(LC 1), 4=255(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 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) 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) Bearing at joint(s) 1, 5, 2, 4 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) 1, 5 except (jt=lb) 2=137, 4=121. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T01 Truss Type ROOF SPECIAL Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595164 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-_ttjNuYVUoeh5KLZdE6VMmFTFV0o5NNl2Wim60zexT3 Scale = 1:103.6 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 5x6 5x6 3x6 5x6 3x6 2x4 2x4 6x10 2x4 3x8 3x6 4x8 3x4 5x12 3x6 3x4 2x4 5x12 4x6 6x6 3x6 2-0-0 2-0-0 3-8-11 1-8-11 13-7-0 9-10-5 24-5-4 10-10-4 31-2-7 6-9-3 37-1-8 5-11-1 2-0-0 2-0-0 2-5-13 0-5-13 3-8-11 1-2-14 7-8-4 3-11-10 13-7-0 5-10-12 19-0-2 5-5-2 24-5-4 5-5-2 31-2-7 6-9-3 37-1-8 5-11-1 1-10-32-8-213-3-60-7-20-8-04.00 12 2.41 12 6.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-12], [4:0-2-12,0-2-8], [5:0-1-12,0-1-8], [9:0-3-15,0-2-8], [11:0-1-8,0-1-8], [12:Edge,0-2-8], [17:0-4-12,0-2-4], [18:0-3-4,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.92 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.98 0.14 (loc) 14-16 14-16 12 l/defl >999 >452 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-20,6-16: 2x3 SPF No.2, 17-19: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 14-17,8-17,8-14,9-14: 2x4 SPF No.2, 1-21: 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. WEBS 1 Row at midpt 8-14, 9-14, 11-14 REACTIONS.(lb/size) 12=1473/0-3-8, 21=1473/Mechanical Max Horz 21=319(LC 5) Max Uplift12=-50(LC 6), 21=-86(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1684/228, 2-3=-1693/245, 3-4=-2524/253, 4-5=-2828/330, 5-6=-2150/310, 6-7=-2131/392, 7-8=-2003/418, 8-9=-1165/295, 9-10=-1357/318, 10-11=-1514/266, 11-12=-1877/233, 1-21=-1420/191 BOT CHORD 18-19=-220/1900, 17-18=-257/2255, 6-17=-335/177, 13-14=-62/1214, 12-13=-62/1214 WEBS 3-18=-12/1024, 4-18=-860/140, 5-17=-488/165, 14-17=-41/1214, 8-17=-181/991, 8-14=-859/245, 9-14=-220/1106, 11-14=-360/219, 1-19=-204/1761, 5-18=-13/489, 3-19=-924/4, 19-21=-317/116 NOTES-(7-10) 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) 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) 12, 21. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T02 Truss Type Roof Special Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595165 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-S3R5aEZ7F6mYiUwlAxdku_od?vM0qoquHARJfSzexT2 Scale = 1:103.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 5x6 3x6 5x6 3x6 2x4 2x4 6x10 2x4 3x8 3x6 3x4 3x4 5x12 3x6 3x4 2x4 6x6 3x6 5x12 4x6 2-0-0 2-0-0 7-7-2 5-7-2 13-7-0 5-11-14 24-5-4 10-10-4 31-2-7 6-9-3 37-1-8 5-11-1 2-0-0 2-0-0 2-4-9 0-4-9 7-7-2 5-2-8 13-7-0 5-11-14 19-0-2 5-5-2 24-5-4 5-5-2 31-2-7 6-9-3 37-1-8 5-11-1 1-9-513-3-60-7-20-8-02.41 12 6.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-12], [4:0-1-12,0-1-8], [8:0-3-15,0-2-8], [10:0-1-8,0-1-8], [11:Edge,0-2-8], [16:0-3-8,0-2-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.92 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.99 0.16 (loc) 13-15 13-15 11 l/defl >999 >447 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-19,5-15: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 13-16,7-16,7-13,8-13: 2x4 SPF No.2, 1-20: 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 12-13. WEBS 1 Row at midpt 7-13, 8-13, 10-13 REACTIONS.(lb/size) 11=1473/0-3-8, 20=1473/Mechanical Max Horz 20=288(LC 5) Max Uplift11=-49(LC 6), 20=-86(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2032/235, 2-3=-2061/232, 3-4=-2634/318, 4-5=-2142/312, 5-6=-2123/393, 6-7=-1994/418, 7-8=-1165/295, 8-9=-1357/317, 9-10=-1514/265, 10-11=-1877/232, 1-20=-1423/171 BOT CHORD 17-18=-299/2409, 16-17=-231/2319, 5-16=-335/174, 14-15=0/287, 13-14=0/287, 12-13=-61/1214, 11-12=-61/1214 WEBS 4-17=0/289, 4-16=-570/131, 13-16=-80/1132, 7-16=-183/981, 7-13=-853/247, 8-13=-219/1106, 10-13=-360/219, 18-20=-272/160, 1-18=-243/2158, 3-18=-1047/183 NOTES-(7-10) 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 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) 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) 11, 20. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T03 Truss Type ROOF SPECIAL Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595166 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-S3R5aEZ7F6mYiUwlAxdku_odxvMzqq8uHARJfSzexT2 Scale = 1:103.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 2x4 5x6 3x6 5x6 3x6 2x4 2x4 6x10 2x4 3x8 3x6 5x8 3x4 5x12 3x6 3x4 2x4 4x8 6x6 2-0-0 2-0-0 13-7-0 11-7-0 24-5-4 10-10-4 31-2-7 6-9-3 37-1-8 5-11-1 1-0-8 1-0-8 2-0-0 0-11-8 7-8-5 5-8-5 13-7-0 5-10-11 19-0-2 5-5-2 24-5-4 5-5-2 31-2-7 6-9-3 37-1-8 5-11-1 1-4-813-3-60-7-20-8-02.41 12 6.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-0-12], [4:0-1-12,0-1-8], [7:0-2-12,0-1-8], [8:0-3-15,0-2-8], [10:0-1-8,0-1-8], [11:Edge,0-2-8], [16:0-4-12,0-2-4], [17:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.92 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.99 0.17 (loc) 13-15 13-15 11 l/defl >999 >448 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 BOT CHORD 2x4 SPF No.2 *Except* 3-18,6-15: 2x3 SPF No.2, 16-17: 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 13-16,7-16,7-13,8-13: 2x4 SPF No.2, 1-19: 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19 2-2-0 oc bracing: 12-13. WEBS 1 Row at midpt 7-13, 8-13, 10-13 REACTIONS.(lb/size) 19=1473/Mechanical, 11=1473/0-3-8 Max Horz 19=318(LC 5) Max Uplift19=-85(LC 6), 11=-50(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2754/326, 3-4=-3008/398, 4-5=-2177/295, 5-6=-2033/310, 6-7=-2153/417, 7-8=-1166/296, 8-9=-1358/318, 9-10=-1514/283, 10-11=-1876/233 BOT CHORD 3-17=-353/161, 16-17=-287/2268, 6-16=-321/172, 12-13=-62/1214, 11-12=-62/1214 WEBS 2-17=-197/1411, 4-16=-474/200, 13-16=-23/1246, 7-16=-180/1015, 7-13=-871/245, 8-13=-220/1106, 10-13=-360/219, 2-19=-2177/217, 17-19=-192/1256, 4-17=-136/553 NOTES-(7-10) 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) 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) 19, 11. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T04 Truss Type ROOF SPECIAL Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595167 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-wG?Toaal0QuPKdVyke8zRBKgIJhIZBz2VqBtBuzexT1 Scale = 1:104.3 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x12 5x12 3x6 3x6 4x6 6x16 2x4 2x4 3x6 3x4 3x8 5x12 3x12 3x4 2x4 6x6 2x4 5x12 3x6 8-0-1 8-0-1 15-11-11 7-11-11 17-4-8 1-4-13 24-5-4 7-0-12 31-2-7 6-9-3 37-1-8 5-11-1 2-2-6 2-2-6 8-0-1 5-9-11 15-11-11 7-11-11 17-4-8 1-4-13 24-5-4 7-0-12 31-2-7 6-9-3 37-1-8 5-11-1 1-0-1213-3-60-7-23-0-06.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-0-12], [3:0-1-12,0-1-8], [7:0-9-15,0-2-8], [9:0-1-8,0-1-8], [10:Edge,0-2-8], [15:0-5-4,0-2-4], [17:Edge,0-2-8], [18:0-2-8,0-1-8], [19:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.97 0.98 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.81 0.26 (loc) 17-18 17-18 10 l/defl >999 >548 n/a L/d 240 180 n/a PLATES MT20 Weight: 179 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 7-8,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-17,6-14: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-15,7-12,1-19: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 1-4-12 oc bracing: 18-19. WEBS 1 Row at midpt 7-12, 9-12 REACTIONS.(lb/size) 10=1473/0-3-8, 19=1473/Mechanical Max Horz 19=319(LC 5) Max Uplift10=-50(LC 6), 19=-85(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2281/287, 3-4=-2790/332, 4-5=-2704/353, 5-6=-2417/369, 6-7=-2454/461, 7-8=-1355/324, 8-9=-1508/272, 9-10=-1881/229 BOT CHORD 18-19=-206/1925, 5-16=-56/881, 15-16=-127/2434, 11-12=-60/1216, 10-11=-60/1216 WEBS 3-18=-621/191, 16-18=-227/2032, 3-16=0/523, 5-15=-1167/186, 12-15=0/1031, 7-15=-270/2016, 9-12=-370/211, 9-11=0/267, 2-19=-2259/265 NOTES-(7-10) 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) 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) 10, 19. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T05 Truss Type ROOF SPECIAL Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595168 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-PSYs?wbNnj0Gyn48IMfCzPttaj16IkKBkUwQjLzexT0 Scale = 1:103.6 12 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x8 5x6 3x6 3x6 3x4 2x4 3x4 3x4 3x8 3x4 2x4 8x8 8x8 3x6 3x6 8-3-9 8-3-9 16-4-13 8-1-4 24-8-12 8-3-15 31-5-15 6-9-3 37-5-0 5-11-1 -0-11-0 0-11-0 2-2-6 2-2-6 8-3-9 6-1-3 16-4-13 8-1-4 24-8-12 8-3-15 31-5-15 6-9-3 37-5-0 5-11-1 0-11-013-3-60-7-26.00 12 12.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-3-15,0-2-8], [9:0-1-8,0-1-8], [10:0-0-7,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.94 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.55 0.13 (loc) 14-16 14-16 10 l/defl >999 >813 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-12,7-12,2-17: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 16-17. WEBS 1 Row at midpt 4-14, 6-12, 7-12, 9-12 REACTIONS.(lb/size) 10=1484/0-3-8, 17=1550/0-3-8 Max Horz 17=329(LC 5) Max Uplift10=-51(LC 6), 17=-120(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/0, 3-4=-2359/294, 4-5=-1880/259, 5-6=-1772/298, 6-7=-1219/287, 7-8=-1371/325, 8-9=-1522/273, 9-10=-1896/231 BOT CHORD 16-17=-214/2005, 15-16=-214/2005, 14-15=-214/2005, 13-14=-81/1602, 12-13=-81/1602, 11-12=-60/1226, 10-11=-60/1226 WEBS 4-16=0/309, 4-14=-487/154, 6-14=0/517, 6-12=-927/228, 7-12=-194/1050, 9-12=-371/212, 9-11=0/267, 3-17=-2256/276 NOTES-(6-9) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 17=120. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T06 Truss Type ROOF SPECIAL Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595169 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:53:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-TFUN4uQNTwAKFTKTrhu1X4ELUQSnT0914XO?jIzewj9 Scale = 1:75.7 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 3x8 5x6 5x6 8x10 3x4 3x4 3x6 3x4 2x4 3x4 3x8 3x4 2x4 8x8 3x6 3x6 10-6-4 10-6-4 20-9-0 10-2-12 26-8-10 5-11-10 37-5-0 10-8-6 -0-11-0 0-11-0 2-2-6 2-2-6 7-1-5 4-10-15 13-11-3 6-9-13 20-9-0 6-9-13 26-8-10 5-11-10 32-0-2 5-3-8 37-5-0 5-4-14 0-11-011-1-611-3-80-7-211-1-66.00 12 12.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [6:0-1-12,0-1-8], [8:0-3-9,0-2-8], [11:0-0-9,0-2-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.81 0.87 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.72 0.12 (loc) 11-12 14-16 11 l/defl >999 >617 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-14,8-14,8-12,2-17: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 3-8-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-9 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.(lb/size) 11=1484/0-3-8, 17=1550/0-3-8 Max Horz 17=277(LC 5) Max Uplift11=-23(LC 7), 17=-112(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-301/0, 3-4=-2345/320, 4-5=-2154/281, 5-6=-2101/314, 6-7=-1524/299, 7-8=-1274/303, 8-9=-1598/297, 9-10=-1616/247, 10-11=-1800/207 BOT CHORD 16-17=-236/1992, 15-16=-122/1728, 14-15=-122/1728, 13-14=0/1050, 12-13=0/1050, 11-12=-69/1189 WEBS 6-16=0/465, 6-14=-688/207, 7-14=-2/361, 8-14=-100/532, 8-12=-48/390, 3-17=-2278/328 NOTES-(8-11) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 11 and 112 lb uplift at joint 17. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T07 Truss Type ROOF SPECIAL Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595170 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-te6ECGb?Y187ZxfKs3ARWcQ3_6Mk1CyLz8gzFnzexT? Scale = 1:80.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 5x6 5x6 3x8 3x4 2x4 3x8 3x6 3x8 8x8 8x8 3x6 3x6 2x4 0-2-28-3-10 8-3-10 16-9-0 8-5-7 22-8-13 5-11-13 28-8-10 5-11-13 37-5-0 8-8-6 -0-11-0 0-11-0 2-2-6 2-2-6 8-3-10 6-1-4 16-9-0 8-5-7 22-8-13 5-11-13 28-8-10 5-11-13 37-5-0 8-8-6 0-11-09-1-69-3-80-7-29-1-66.00 12 12.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [5:0-1-12,0-1-8], [6:0-2-12,0-1-12], [8:0-3-12,0-2-4], [9:0-0-8,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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.83 0.98 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.23 -0.58 0.13 (loc) 9-10 13-15 9 l/defl >999 >770 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-8: 2x4 SPF No.2, 8-9: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-13,7-10,2-16: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-11 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 1-4-12 oc bracing: 15-16. WEBS 1 Row at midpt 5-13, 7-13, 7-10 REACTIONS.(lb/size) 9=1484/0-3-8, 16=1550/0-3-8 Max Horz 16=227(LC 5) Max Uplift9=-14(LC 7), 16=-98(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-275/4, 3-4=-2373/276, 4-5=-2224/298, 5-6=-1856/291, 6-7=-1567/305, 7-8=-1138/252, 8-9=-1834/225 BOT CHORD 15-16=-200/2022, 14-15=-200/2022, 13-14=-200/2022, 12-13=-110/1506, 11-12=-110/1506, 10-11=-110/1506, 9-10=-18/1145 WEBS 5-15=0/320, 5-13=-534/177, 6-13=0/427, 7-10=-737/163, 8-10=-18/787, 3-16=-2254/268 NOTES-(8-11) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 16. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T08 Truss Type ROOF SPECIAL Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595171 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-te6ECGb?Y187ZxfKs3ARWcQ0b6N_19RLz8gzFnzexT? Scale = 1:72.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 5x6 3x8 3x6 3x4 2x4 3x4 2x4 3x8 5x6 2x4 8x8 8x8 3x6 3x6 0-2-27-1-8 7-1-8 12-9-0 5-7-8 21-8-13 8-11-13 30-8-10 8-11-13 37-5-0 6-8-6 -0-11-0 0-11-0 2-2-6 2-2-6 7-1-8 4-11-2 12-9-0 5-7-8 21-8-13 8-11-13 30-8-10 8-11-13 37-5-0 6-8-6 0-11-07-1-67-3-80-7-27-1-66.00 12 12.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [4:0-1-12,0-1-8], [5:0-2-8,0-1-8], [8:0-3-0,0-1-15], [9:0-0-8,Edge], [12:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.98 0.90 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.58 0.12 (loc) 12-13 12-13 9 l/defl >999 >773 n/a L/d 240 180 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 8-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-12,8-12: 2x4 SPF No.2, 2-16: 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-1 max.): 5-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-16. REACTIONS.(lb/size) 9=1484/0-3-8, 16=1550/0-3-8 Max Horz 16=178(LC 5) Max Uplift9=-3(LC 7), 16=-79(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/11, 3-4=-2343/288, 4-5=-2077/297, 5-6=-2062/311, 6-7=-2059/309, 7-8=-2059/310, 8-9=-1893/208 BOT CHORD 15-16=-210/1987, 14-15=-210/1987, 13-14=-210/1987, 12-13=-192/1829, 11-12=-65/1208, 10-11=-65/1208, 9-10=-63/1211 WEBS 5-13=0/386, 5-12=-106/432, 6-12=-653/266, 8-12=-205/1127, 8-10=0/342, 3-16=-2237/256 NOTES-(8-11) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 16. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T09 Truss Type ROOF SPECIAL Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595172 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-p1E_dydF4eOqpFpjzUDvb1VRjw2PV16dQS94JgzexSz Scale = 1:120.7 12 3 4 5 6 7 8 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 30 31 2x4 5x6 5x8 3x6 5x12 5x12 5x6 2x4 2x4 5x12 5x12 2x4 2x4 2x4 5x8 8x8 2x4 2x4 3x6 3x4 3x4 3x12 2x4 2x4 4x6 4x8 5x8 6x10 5x12 5x6 0-2-22-0-0 2-0-0 2-11-2 0-11-2 13-7-0 10-7-14 15-10-8 2-3-8 17-4-8 1-6-0 24-5-4 7-0-12 32-1-10 7-8-6 35-5-8 3-3-14 39-7-8 4-2-0 0-8-9 0-8-9 2-0-0 1-3-7 2-11-2 0-11-2 7-9-10 4-10-7 13-7-0 5-9-6 15-10-8 2-3-8 17-4-8 1-6-0 24-5-4 7-0-12 32-1-10 7-8-6 35-5-8 3-3-14 39-7-8 4-2-0 40-6-8 0-11-0 1-10-32-1-05-4-1413-3-61-5-03-0-00-8-00-8-05-4-144.00 12 2.40 12 6.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-2-8], [4:0-4-8,0-2-12], [5:0-1-12,0-1-8], [8:0-2-5,0-2-8], [10:0-9-12,0-2-0], [11:0-6-0,0-2-0], [12:0-3-4,0-2-0], [13:0-3-0,0-1-12], [19:0-5-4,0-1-8], [21:0-3-0,Edge], [22:0-5-0,0-0-0], [25:0-5-12,0-3-0], [30:0-5-0,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.68 0.97 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.98 0.41 (loc) 25-26 25-26 15 l/defl >999 >481 n/a L/d 240 180 n/a PLATES MT20 Weight: 220 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-11: 2x4 SPF 2100F 1.8E, 11-12: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 *Except* 3-28,7-24,9-20: 2x3 SPF No.2, 25-27: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 10-21,10-19: 2x4 SPF No.2, 1-29,13-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 11-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 24-25,23-24 2-2-0 oc bracing: 22-31,21-22. WEBS 1 Row at midpt 10-19, 11-19, 11-16, 8-30 JOINTS 1 Brace at Jt(s): 30 REACTIONS.(lb/size) 15=1638/0-3-8, 29=1572/Mechanical Max Horz 29=320(LC 5) Max Uplift15=-78(LC 7), 29=-89(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1911/230, 3-4=-1953/237, 4-5=-3072/313, 5-6=-2377/312, 6-7=-2260/328, 7-8=-2391/409, 8-9=-2606/344, 9-10=-2749/470, 10-11=-1794/333, 11-12=-1088/191, 12-13=-1636/213, 13-15=-1594/212 BOT CHORD 26-27=-168/2727, 25-26=-237/2448, 25-30=-16/420, 7-30=-368/162, 22-31=-129/2326, 8-22=-108/2079, 21-22=-71/2589, 9-21=-461/196, 18-19=-98/1870, 17-18=-98/1870, 16-17=-99/1868 WEBS 2-27=-185/1851, 4-27=-1478/0, 4-26=0/394, 5-26=-19/549, 5-25=-478/171, 8-21=-703/89, 19-21=0/1240, 10-21=-246/2149, 10-19=-118/315, 11-19=-868/232, 11-16=-1403/178, 12-16=-112/904, 13-16=-5/1089, 27-29=-294/430, 2-29=-1617/183, 22-30=-77/2461, 8-30=-1473/0, 25-31=-60/2089, 30-31=-2989/171 NOTES-(9-12) 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) 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) 15, 29. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T10 Truss Type ROOF SPECIAL Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595173 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-p1E_dydF4eOqpFpjzUDvb1VOlw2CV0ldQS94JgzexSz Scale = 1:112.7 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 5x6 3x6 5x6 5x6 5x6 2x4 6x10 2x4 3x8 3x6 3x4 5x12 3x6 4x6 3x6 3x4 6x6 3x6 5x12 4x8 0-2-22-0-0 2-0-0 13-7-0 11-7-0 24-5-4 10-10-4 30-1-10 5-8-6 33-5-8 3-3-14 39-7-8 6-2-0 1-7-3 1-7-3 2-0-0 0-4-13 7-9-9 5-9-9 13-7-0 5-9-7 19-0-2 5-5-2 24-5-4 5-5-2 30-1-10 5-8-6 33-5-8 3-3-14 39-7-8 6-2-0 40-6-8 0-11-0 1-6-87-4-1413-3-61-5-00-8-07-4-142.40 12 6.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [2:0-2-2,Edge], [4:0-1-12,0-1-8], [7:0-2-12,0-1-8], [8:0-3-15,0-2-8], [9:0-3-12,0-2-0], [10:0-3-4,0-2-0], [11:0-3-0,0-1-12], [14:0-2-8,0-1-8], [15:0-2-8,0-1-12], [19:0-4-8,0-2-4], [20:0-5-0,0-2-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.98 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -1.03 0.17 (loc) 17-18 17-18 13 l/defl >999 >459 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 3-21,6-18: 2x3 SPF No.2, 19-20: 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 17-19,7-19,7-17,8-17: 2x4 SPF No.2, 1-22,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-15 max.): 9-10. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 7-17, 8-17, 9-17, 9-15 REACTIONS.(lb/size) 13=1638/0-3-8, 22=1572/Mechanical Max Horz 22=320(LC 5) Max Uplift13=-78(LC 7), 22=-89(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2822/306, 2-3=-2754/294, 3-4=-3231/380, 4-5=-2395/315, 5-6=-2278/330, 6-7=-2369/436, 7-8=-1374/320, 8-9=-1736/351, 9-10=-1554/281, 10-11=-1732/231, 1-22=-1531/152, 11-13=-1579/221 BOT CHORD 3-20=-938/191, 19-20=-262/2465, 6-19=-321/171, 16-17=-32/1567, 15-16=-32/1567, 14-15=0/1133 WEBS 4-20=-127/568, 4-19=-477/198, 17-19=-7/1417, 7-19=-174/1025, 7-17=-875/243, 8-17=-259/1397, 9-17=-673/214, 9-15=-893/150, 10-15=-132/1028, 11-14=0/981, 1-20=-289/2780 NOTES-(9-12) 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) 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) 13, 22. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595174 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-HDoMrIeuryWhQPOvXCk88F2dnKUzEUmnf6uer6zexSy Scale = 1:104.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 5x6 6x6 5x6 3x6 3x4 3x6 3x4 3x4 3x4 4x8 3x8 3x6 4x6 3x4 3x6 3x6 4x6 0-2-28-3-9 8-3-9 15-6-3 7-2-10 24-5-4 8-11-1 31-5-8 7-0-4 39-7-8 8-2-0 5-4-10 5-4-10 11-5-4 6-0-10 18-0-8 6-7-4 24-5-4 6-4-12 28-1-10 3-8-6 31-5-8 3-3-14 37-0-9 5-7-1 39-7-8 2-6-15 40-6-8 0-11-0 1-0-129-4-1413-3-61-5-09-4-146.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [5:0-1-8,0-1-8], [6:0-3-15,0-2-8], [7:0-2-2,Edge], [8:0-3-0,0-1-15], [13:0-3-4,0-1-8], [16:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.63 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.54 0.13 (loc) 15-16 15-16 12 l/defl >999 >871 n/a L/d 240 180 n/a PLATES MT20 Weight: 190 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* 5-15,6-15: 2x4 SPF No.2, 10-12,1-19: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-4 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 6-15, 7-15, 7-13, 2-19 REACTIONS.(lb/size) 12=1638/0-3-8, 19=1572/Mechanical Max Horz 19=305(LC 5) Max Uplift12=-78(LC 7), 19=-89(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-343/62, 2-3=-2387/331, 3-4=-2025/312, 4-5=-2010/348, 5-6=-1380/320, 6-7=-1669/384, 7-8=-1104/250, 8-9=-1690/269, 1-19=-272/70 BOT CHORD 18-19=-226/2089, 17-18=-136/1982, 16-17=-136/1982, 15-16=-27/1584, 14-15=0/1379, 13-14=0/1379, 12-13=-52/982 WEBS 3-18=-3/264, 3-16=-481/178, 5-16=-58/592, 5-15=-821/233, 6-15=-300/1428, 7-15=-630/217, 7-13=-787/117, 8-13=-84/808, 9-12=-1652/219, 2-19=-2207/273 NOTES-(9-12) 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 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) 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) 12, 19. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595175 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-lPMl2eeWcGeY2Yz55vFNgSaknko2zxzwumeBNYzexSx Scale = 1:104.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 5x6 5x6 5x6 3x6 3x4 3x6 3x4 3x4 3x4 4x8 3x8 3x6 3x6 4x6 4x6 3x4 3x6 0-2-27-9-0 7-9-0 15-5-6 7-8-6 24-5-4 8-11-14 29-5-8 5-0-4 39-7-8 10-2-0 5-4-13 5-4-13 11-1-13 5-9-0 18-0-3 6-10-6 24-5-4 6-5-1 26-1-10 1-8-6 29-5-8 3-3-14 37-0-12 7-7-4 39-7-8 2-6-12 40-6-8 0-11-0 1-0-1211-4-1413-3-61-5-011-4-146.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [5:0-1-8,0-1-8], [6:0-3-15,0-2-8], [7:0-3-4,0-2-0], [8:0-3-8,0-2-4], [12:0-2-12,0-2-0], [16:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.84 0.76 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.72 0.13 (loc) 12-13 12-13 12 l/defl >999 >652 n/a L/d 240 180 n/a PLATES MT20 Weight: 206 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* 5-15,6-15,7-15,7-13,8-13: 2x4 SPF No.2, 1-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-3-8 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 6-15, 7-15, 7-13, 9-13, 2-19 REACTIONS.(lb/size) 19=1572/Mechanical, 12=1638/0-3-8 Max Horz 19=324(LC 5) Max Uplift19=-88(LC 6), 12=-78(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-343/84, 2-3=-2397/339, 3-4=-2034/312, 4-5=-1943/346, 5-6=-1379/323, 6-7=-1638/409, 7-8=-1067/279, 8-9=-1691/282, 1-19=-276/81 BOT CHORD 18-19=-221/2091, 17-18=-144/1994, 16-17=-144/1994, 15-16=-34/1586, 14-15=0/1244, 13-14=0/1244, 12-13=-86/1018 WEBS 3-16=-471/182, 5-16=-49/592, 5-15=-824/233, 6-15=-337/1482, 7-15=-678/219, 7-13=-602/87, 8-13=-52/708, 2-19=-2211/245, 9-12=-1726/354 NOTES-(9-12) 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) 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) 19, 12. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T13 Truss Type PIGGYBACK BASE Qty 2 Ply 1 79 Bear creek estates Job Reference (optional) I32595176 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-lPMl2eeWcGeY2Yz55vFNgSaiQklJzy2wumeBNYzexSx Scale = 1:97.1 12 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 3x12 5x8 3x8 3x6 3x4 2x4 3x4 3x4 3x6 5x8 3x8 3x6 4x6 3x4 8x8 3x6 3x6 7-1-9 7-1-9 15-1-10 8-0-1 22-2-0 7-0-6 29-4-0 7-2-0 39-11-0 10-7-0 -0-11-0 0-11-0 2-2-6 2-2-6 7-1-9 4-11-3 15-1-10 8-0-1 22-2-0 7-0-6 29-4-0 7-2-0 37-4-5 8-0-5 39-11-0 2-6-11 40-10-0 0-11-0 0-11-012-0-01-5-012-0-06.00 12 12.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-5-8,0-2-4], [8:0-5-0,0-1-12], [13: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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.99 0.94 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.87 0.12 (loc) 13-14 13-14 13 l/defl >999 >545 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 7-8,9-12: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-16,7-16,7-14,8-14,2-20: 2x4 SPF No.2, 11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-4 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-16. WEBS 1 Row at midpt 4-18, 6-16, 7-14, 10-14 REACTIONS.(lb/size) 13=1649/0-3-8, 20=1649/0-3-8 Max Horz 20=299(LC 5) Max Uplift13=-52(LC 7), 20=-117(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-299/30, 3-4=-2554/317, 4-5=-2151/301, 5-6=-2054/323, 6-7=-1598/324, 7-8=-1080/284, 8-9=-1520/278, 9-10=-1699/237, 10-11=-254/35 BOT CHORD 19-20=-199/2178, 18-19=-199/2178, 17-18=-86/1866, 16-17=-86/1866, 15-16=-58/1338, 14-15=-58/1338, 13-14=-91/1029 WEBS 4-19=0/263, 4-18=-368/137, 6-18=0/459, 6-16=-814/203, 7-16=-84/722, 7-14=-582/118, 8-14=-31/661, 10-14=-96/263, 10-13=-1740/379, 3-20=-2369/268 NOTES-(8-11) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 20=117. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T14 Truss Type PIGGYBACK BASE Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595177 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-Dcw7Gzf8MZmPgiYIecmcDg7tB74ZiPG46QNkw_zexSw Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x12 5x8 2x4 3x6 3x4 2x4 3x4 3x4 3x6 5x8 3x8 3x6 4x6 8x8 3x6 3x6 7-1-9 7-1-9 15-1-10 8-0-1 22-2-0 7-0-6 29-4-0 7-2-0 39-11-0 10-7-0 -0-11-0 0-11-0 2-2-6 2-2-6 7-1-9 4-11-3 15-1-10 8-0-1 22-2-0 7-0-6 29-4-0 7-2-0 37-4-5 8-0-5 39-11-0 2-6-11 0-11-012-0-01-5-012-0-06.00 12 12.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-5-8,0-2-4], [8:0-5-0,0-1-12], [11: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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.99 0.94 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.87 0.12 (loc) 11-12 11-12 11 l/defl >999 >544 n/a L/d 240 180 n/a PLATES MT20 Weight: 184 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 7-8,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-14,7-14,7-12,8-12,2-18: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-0 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 12-14. WEBS 1 Row at midpt 4-16, 6-14, 7-12, 9-12 REACTIONS.(lb/size) 11=1584/Mechanical, 18=1650/0-3-8 Max Horz 18=294(LC 5) Max Uplift11=-24(LC 6), 18=-116(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-299/30, 3-4=-2555/316, 4-5=-2153/299, 5-6=-2056/321, 6-7=-1599/322, 7-8=-1081/282, 8-9=-1704/276 BOT CHORD 17-18=-274/2179, 16-17=-274/2179, 15-16=-153/1867, 14-15=-153/1867, 13-14=-53/1340, 12-13=-53/1340, 11-12=-164/1042 WEBS 4-17=0/263, 4-16=-368/137, 6-16=0/459, 6-14=-814/203, 7-14=-84/721, 7-12=-583/119, 8-12=-30/663, 9-12=-97/262, 9-11=-1745/432, 3-18=-2371/266 NOTES-(9-12) 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 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) 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) 11 except (jt=lb) 18=116. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T15 Truss Type ROOF SPECIAL Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595178 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-hoUVTJgm7tuGHs6UCKHrmtg4ZXUgRscDL47ISRzexSv Scale = 1:93.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x12 5x6 5x6 2x4 3x6 3x4 2x4 3x4 3x4 3x6 3x8 3x6 8x8 4x6 3x6 3x6 0-2-27-1-9 7-1-9 15-1-9 8-0-0 21-0-0 5-10-7 29-11-0 8-11-0 39-11-0 10-0-0 -0-11-0 0-11-0 2-2-6 2-2-6 7-1-9 4-11-3 15-1-9 8-0-0 21-0-0 5-10-7 29-11-0 8-11-0 37-4-4 7-5-4 39-11-0 2-6-12 0-11-011-2-1411-5-01-5-011-2-146.00 12 12.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-2-8,0-1-8], [8:0-3-9,0-2-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.88 0.69 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.59 0.11 (loc) 15-17 15-17 11 l/defl >999 >806 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-16: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-14,7-12,8-12,2-18: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-8-12 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-14, 7-12 REACTIONS.(lb/size) 11=1584/Mechanical, 18=1650/0-3-8 Max Horz 18=277(LC 5) Max Uplift11=-17(LC 7), 18=-113(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-299/35, 3-4=-2561/315, 4-5=-2144/297, 5-6=-2075/323, 6-7=-1702/330, 7-8=-1096/271, 8-9=-1716/269 BOT CHORD 17-18=-271/2185, 16-17=-271/2185, 15-16=-271/2185, 14-15=-149/1856, 13-14=-76/1442, 12-13=-76/1442, 11-12=-148/1024 WEBS 4-17=0/279, 4-15=-385/138, 6-15=0/404, 6-14=-708/189, 7-14=-70/717, 7-12=-620/116, 8-12=-14/666, 9-11=-1730/362, 3-18=-2376/261 NOTES-(9-12) 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 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) 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) 11 except (jt=lb) 18=113. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T16 Truss Type ROOF SPECIAL Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595179 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-hoUVTJgm7tuGHs6UCKHrmtg2lXUkRvKDL47ISRzexSv Scale = 1:83.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x6 5x8 5x6 6x8 3x6 3x4 2x4 3x8 2x4 3x8 3x8 3x4 8x8 3x6 3x6 0-2-28-7-4 8-7-4 17-0-0 8-4-12 24-5-8 7-5-8 31-11-0 7-5-8 39-11-0 8-0-0 -0-11-0 0-11-0 2-2-6 2-2-6 8-7-4 6-4-14 17-0-0 8-4-12 24-5-8 7-5-8 31-11-0 7-5-8 39-11-0 8-0-0 0-11-09-2-149-5-01-5-09-2-146.00 12 12.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [4:0-1-12,0-1-8], [8:0-3-8,0-2-4], [9:0-3-8,Edge], [11:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 1.00 0.69 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.58 0.11 (loc) 14-16 14-16 10 l/defl >999 >824 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-14,7-11,2-17: 2x4 SPF No.2, 9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-15 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 7-14, 7-11 REACTIONS.(lb/size) 10=1584/Mechanical, 17=1650/0-3-8 Max Horz 17=227(LC 5) Max Uplift10=-8(LC 7), 17=-98(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-361/0, 3-4=-2551/318, 4-5=-2045/274, 5-6=-1935/313, 6-7=-1736/324, 7-8=-1132/243, 8-9=-1771/219, 9-10=-1511/187 BOT CHORD 16-17=-250/2176, 15-16=-250/2176, 14-15=-250/2176, 13-14=-151/1706, 12-13=-151/1706, 11-12=-151/1706 WEBS 4-16=0/314, 4-14=-518/178, 6-14=0/482, 7-13=0/287, 7-11=-948/171, 8-11=-13/743, 9-11=-115/940, 3-17=-2353/304 NOTES-(10-13) 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 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) The Fabrication Tolerance at joint 9 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 10, 17. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T17 Truss Type ROOF SPECIAL Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595180 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-A_1tgfhOuB07v0hgm1o4I5CF0xmGAN?Naksr_tzexSu Scale = 1:75.5 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 5x6 3x6 5x6 3x8 3x4 2x4 3x8 3x4 3x4 3x4 3x12 2x4 5x6 3x6 8x8 3x6 0-2-26-7-4 6-7-4 13-0-0 6-4-12 23-5-8 10-5-8 33-11-0 10-5-8 39-11-0 6-0-0 -0-11-0 0-11-0 2-2-6 2-2-6 6-7-4 4-4-14 13-0-0 6-4-12 19-11-11 6-11-11 26-11-5 6-11-11 33-11-0 6-11-11 39-11-0 6-0-0 0-11-07-2-147-5-01-5-07-2-146.00 12 12.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [4:0-1-12,0-1-8], [9:0-3-8,0-2-4], [10:0-3-0,0-1-8], [12:0-3-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.84 0.92 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.80 0.13 (loc) 14-16 14-16 11 l/defl >999 >593 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,8-12,2-18: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-2 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-16. WEBS 1 Row at midpt 6-16, 8-12 REACTIONS.(lb/size) 11=1584/Mechanical, 18=1650/0-3-8 Max Horz 18=178(LC 5) Max Uplift11=-19(LC 5), 18=-78(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-298/30, 3-4=-2529/309, 4-5=-2282/307, 5-6=-1999/310, 6-7=-2198/300, 7-8=-2198/300, 8-9=-1153/204, 9-10=-1757/195, 10-11=-1545/165 BOT CHORD 17-18=-249/2152, 16-17=-249/2152, 15-16=-287/2283, 14-15=-287/2283, 13-14=-243/2004, 12-13=-243/2004 WEBS 5-16=-3/594, 6-16=-526/137, 8-14=0/481, 8-12=-1230/236, 9-12=-34/822, 10-12=-110/1081, 3-18=-2344/263 NOTES-(9-12) 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 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) 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) 11, 18. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T18 Truss Type Common Qty 3 Ply 1 79 Bear creek estates Job Reference (optional) I32595181 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-A_1tgfhOuB07v0hgm1o4I5CGkxwaAUgNaksr_tzexSu Scale = 1:60.7 1 2 3 4 5 8 7 6 4x6 2x4 2x4 3x8 6x6 6x6 6-4-12 6-4-12 12-9-8 6-4-12 -0-11-0 0-11-0 6-4-12 6-4-12 12-9-8 6-4-12 13-8-8 0-11-0 1-5-07-9-121-5-012.00 12 Plate Offsets (X,Y)-- [6:0-1-12,0-1-0], [8:0-1-12,0-1-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.79 0.26 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 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* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=564/0-3-8, 6=564/0-3-8 Max Horz 8=-190(LC 4) Max Uplift8=-41(LC 6), 6=-41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-467/93, 3-4=-467/93, 2-8=-508/107, 4-6=-508/107 BOT CHORD 7-8=-240/253 NOTES-(6-9) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T19 Truss Type HALF HIP Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595182 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-eBbFu?h0fU8_XAGtKlJJrIlXaLIxvyrWpOcPWJzexSt Scale = 1:30.2 1 2 3 7 6 4 5 4x6 3x4 2x4 3x6 0-1-113-0-0 3-0-0 3-11-4 0-11-4 4-0-0 0-0-12 -0-11-0 0-11-0 3-0-0 3-0-0 4-0-0 1-0-0 1-5-04-3-54-5-04-3-512.00 12 Plate Offsets (X,Y)-- [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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.19 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.03 -0.08 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 4=68/Mechanical, 7=224/0-3-8, 5=75/Mechanical Max Horz 7=151(LC 6) Max Uplift4=-27(LC 6), 5=-44(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 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) 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) 4, 5. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T20 Truss Type Half Hip Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595183 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-eBbFu?h0fU8_XAGtKlJJrIlZ9LIKvyyWpOcPWJzexSt Scale: 1/2"=1' 1 2 3 7 6 4 5 4x6 3x4 2x4 3x6 0-1-112-0-0 2-0-0 3-11-3 1-11-3 4-0-0 0-0-13 -0-11-0 0-11-0 2-0-0 2-0-0 4-0-0 2-0-0 1-5-03-3-53-5-03-3-512.00 12 Plate Offsets (X,Y)-- [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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.30 0.17 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.06 (loc) 6 6 4 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 4=86/Mechanical, 7=224/0-3-8, 5=56/Mechanical Max Horz 7=120(LC 6) Max Uplift4=-29(LC 7), 7=-4(LC 6), 5=-10(LC 6) Max Grav 4=86(LC 1), 7=224(LC 1), 5=64(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 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) 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) 4, 7, 5. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T21 Truss Type HALF HIP Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595184 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-6N9d5LieQoGr8Kr3tSrYNWIkrleUeP4f12Ly3mzexSs Scale: 1/2"=1' 1 2 3 4 5 9 8 7 6 4x6 3x4 2x4 3x6 2x4 2x4 0-1-112-0-0 2-0-0 3-9-0 1-9-0 3-10-8 0-1-8 -0-11-0 0-11-0 2-0-0 2-0-0 3-9-0 1-9-0 3-10-8 0-1-8 1-5-03-3-53-5-03-3-512.00 12 Plate Offsets (X,Y)-- [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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.30 0.17 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 -0.00 (loc) 8 8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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* 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 9=213/0-3-8, 7=140/Mechanical Max Horz 9=120(LC 6) Max Uplift9=-1(LC 6), 7=-39(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 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) 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, 7. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T22 Truss Type HALF HIP Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595185 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-aZj0JhjHB6OimTQFRAMnwjquo8_tNsFpGi5VbCzexSr Scale = 1:30.3 1 2 3 4 5 9 8 7 6 4x6 3x4 2x4 3x6 2x4 2x4 0-1-113-0-0 3-0-0 3-9-0 0-9-0 3-10-8 0-1-8 -0-11-0 0-11-0 3-0-0 3-0-0 3-9-0 0-9-0 3-10-8 0-1-8 1-5-04-3-54-5-04-3-512.00 12 Plate Offsets (X,Y)-- [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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.16 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 0.00 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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* 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 9=213/0-3-8, 7=140/Mechanical Max Horz 9=151(LC 6) Max Uplift7=-76(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 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) 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) 7. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T25 Truss Type PIGGYBACK BASE Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595186 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-2mHOW1kvyPWZOd?S?tt0TxNxjYBo6EyyVMq37ezexSq Scale = 1:91.3 1 2 3 4 5 6 11 10 9 8 7 2x4 4x6 4x8 3x6 2x4 3x8 4x6 4x6 3x4 3x4 4x6 10-7-0 10-7-0 16-6-0 5-11-0 19-7-0 3-1-0 2-2-6 2-2-6 5-5-4 3-2-14 10-7-0 5-1-12 16-6-0 5-11-0 19-7-0 3-1-0 1-5-012-0-08-11-012-0-012.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-6-4,0-1-12], [6:0-3-4,0-0-8], [11: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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.86 0.76 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.80 0.01 (loc) 9-11 9-11 7 l/defl >729 >291 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-9,2-11,6-8: 2x3 SPF No.2, 1-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 4-9, 5-9, 5-8, 6-7 REACTIONS.(lb/size) 11=772/0-3-8, 7=772/Mechanical Max Horz 11=376(LC 5) Max Uplift11=-3(LC 6), 7=-75(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-254/33, 2-3=-708/125, 3-4=-585/187, 4-5=-337/185, 5-6=-298/221, 6-7=-737/117 BOT CHORD 10-11=-254/447, 9-10=-254/447 WEBS 5-9=-115/384, 5-8=-440/198, 2-11=-646/73, 6-8=-150/524 NOTES-(9-12) 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) 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) 11, 7. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T26 Truss Type PIGGYBACK BASE Qty 2 Ply 1 79 Bear creek estates Job Reference (optional) I32595187 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-2mHOW1kvyPWZOd?S?tt0TxNx4YDg6D1yVMq37ezexSq Scale = 1:85.5 1 2 3 4 5 6 7 8 13 12 11 10 9 2x4 4x6 6x6 2x4 3x6 3x8 2x4 4x6 2x4 4x6 3x4 3x6 3x4 10-7-0 10-7-0 16-6-0 5-11-0 19-9-4 3-3-4 27-1-0 7-3-12 2-2-6 2-2-6 5-5-4 3-2-14 10-7-0 5-1-12 16-6-0 5-11-0 21-7-12 5-1-12 24-10-10 3-2-14 27-1-0 2-2-6 1-5-012-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-4-4,0-1-12], [13: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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.83 0.64 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.74 0.02 (loc) 12-13 12-13 9 l/defl >798 >320 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 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* 4-12,5-12,5-10: 2x4 SPF No.2, 1-13,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-12, 5-10 REACTIONS.(lb/size) 10=955/0-3-8, 13=818/0-3-8, 9=371/0-3-0 Max Horz 13=-284(LC 4) Max Uplift13=-59(LC 6), 9=-153(LC 7) Max Grav 10=955(LC 1), 13=818(LC 1), 9=384(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-768/198, 3-4=-644/259, 4-5=-380/237, 5-6=-247/392 BOT CHORD 12-13=-187/484 WEBS 5-12=-72/374, 6-10=-259/231, 2-13=-719/146, 5-10=-558/115 NOTES-(8-11) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 9=153. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T27 Truss Type COMMON Qty 4 Ply 1 79 Bear creek estates Job Reference (optional) I32595188 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-WyrmkNlXjjfQ?naeZbOF?8w9ryXWrhi6j0acg4zexSp Scale = 1:87.3 1 2 3 4 5 6 7 8 9 13 12 11 10 4x6 3x6 3x8 2x4 2x4 2x4 4x6 3x4 4x6 2x4 3x4 9-11-8 9-11-8 19-11-0 9-11-8 -0-11-0 0-11-0 2-2-6 2-2-6 3-11-9 1-9-3 9-11-8 5-11-15 15-11-7 5-11-15 17-8-10 1-9-3 19-11-0 2-2-6 20-10-0 0-11-0 1-5-011-4-81-5-012.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.66 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.47 0.02 (loc) 10-11 10-11 10 l/defl >999 >501 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 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* 5-11: 2x4 SPF No.2, 2-13,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=849/0-3-8, 10=849/0-3-8 Max Horz 13=273(LC 5) Max Uplift13=-49(LC 6), 10=-49(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-742/128, 4-5=-655/160, 5-6=-655/160, 6-7=-742/128 BOT CHORD 12-13=-128/471, 11-12=-128/471, 10-11=0/471 WEBS 5-11=-91/470, 3-13=-764/67, 7-10=-764/67 NOTES-(6-9) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 10. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss T28 Truss Type COMMON Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595189 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-_8P8xil9U1nHdx9q6IvUYMSKdMtka80FygJ9CXzexSo Scale = 1:87.3 1 2 3 4 5 6 7 11 10 9 8 2x4 4x6 2x4 3x6 3x8 2x4 2x4 4x6 3x4 4x6 3x4 9-11-8 9-11-8 19-11-0 9-11-8 2-2-6 2-2-6 3-11-9 1-9-3 9-11-8 5-11-15 15-11-7 5-11-15 17-8-10 1-9-3 19-11-0 2-2-6 1-5-011-4-81-5-012.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.66 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.47 0.02 (loc) 8-9 8-9 8 l/defl >999 >502 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 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* 4-9: 2x4 SPF No.2, 1-11,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=785/0-3-8, 8=785/0-3-8 Max Horz 11=269(LC 5) Max Uplift11=-27(LC 7), 8=-27(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-748/126, 3-4=-660/158, 4-5=-660/158, 5-6=-748/126 BOT CHORD 10-11=-138/479, 9-10=-138/479, 8-9=-6/479 WEBS 4-9=-89/472, 2-11=-754/86, 6-8=-754/86 NOTES-(6-9) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss TG01 Truss Type HIP GIRDER Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595190 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-SLyW92mnFKv7F5k0g?Qj4Z?Tbm8yJQAPBK3jkzzexSn Scale = 1:69.5 12 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 5x6 3x6 5x8 8x16 3x12 4x8 4x10 12x20 4x6 6x8 4x8 4x8 2x4 3x6 2x4 2x4 4x6 2x4 5x6 4x8 6x6 10x10 5x16 MT18HS 6x8 8x16 0-1-18-9-0 8-9-0 12-10-0 4-1-0 16-11-0 4-1-0 18-3-8 1-4-8 23-1-10 4-10-2 27-10-8 4-8-14 32-8-10 4-10-2 37-5-0 4-8-6 -0-11-0 0-11-0 4-5-12 4-5-12 8-9-0 4-3-4 12-10-0 4-1-0 16-11-0 4-1-0 18-3-8 1-4-8 23-1-10 4-10-2 27-10-8 4-8-14 32-8-10 4-10-2 37-5-0 4-8-6 0-11-05-2-75-3-80-7-22-0-05-2-76.00 12 12.00 12 Plate Offsets (X,Y)-- [2:1-5-3,0-1-8], [2:0-0-0,0-4-5], [5:0-2-12,0-2-4], [7:0-4-12,0-2-0], [8:0-2-12,0-1-12], [11:0-4-0,0-1-12], [12:0-5-8,0-2-4], [13:0-2-3,Edge], [14:0-2-8,0-2-8], [18:Edge,0-2-12], [20:0-5-8,0-2-8], [21:Edge,0-2-8], [25:0-5-0,0-3-0], [26:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.75 0.98 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.78 -1.16 0.49 (loc) 19-20 19-20 13 l/defl >576 >384 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 226 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 12-13,10-12: 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 *Except* 7-21,8-18: 2x4 SP 2400F 2.0E, 19-20: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 20-25,19-26: 2x4 SPF 2100F 1.8E, 18-26: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-5-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except 2-0-0 oc purlins (2-9-5 max.): 5-12. BOT CHORD Structural wood sheathing directly applied or 5-5-0 oc bracing. WEBS 1 Row at midpt 6-24, 11-14, 18-26 2 Rows at 1/3 pts 7-25, 21-25, 8-26 JOINTS 1 Brace at Jt(s): 25, 26 REACTIONS.(lb/size) 2=2197/0-3-8, 13=2071/0-3-8 Max Horz 2=119(LC 4) Max Uplift2=-881(LC 5), 13=-955(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3496/1537, 3-4=-3433/1552, 4-5=-3397/1636, 5-27=-2986/1475, 27-28=-2987/1476, 6-28=-2988/1476, 6-29=-3688/1934, 7-29=-3688/1934, 7-8=-6736/3608, 8-30=-3819/2050, 30-31=-3819/2050, 9-31=-3819/2050, 9-10=-3794/2037, 10-32=-3794/2037, 11-32=-3794/2037, 11-33=-1717/913, 33-34=-1716/912, 12-34=-1716/912, 12-13=-2672/1313 BOT CHORD 2-35=-1406/2963, 35-36=-1406/2963, 36-37=-1406/2963, 24-37=-1406/2963, 24-38=-1932/3661, 23-38=-1932/3661, 23-39=-1932/3661, 22-39=-1932/3661, 22-40=-1912/3624, 21-40=-1912/3624, 20-21=-970/1873, 7-20=-884/1739, 19-20=-3566/6655, 18-19=-859/1633, 8-19=-701/1419, 18-41=-2033/3762, 41-42=-2033/3762, 17-42=-2033/3762, 16-17=-2033/3762, 16-43=-1652/3059, 43-44=-1652/3059, 15-44=-1652/3059, 15-45=-1652/3059, 45-46=-1652/3059, 14-46=-1652/3059, 14-47=-904/1763, 13-47=-904/1763 WEBS 5-24=-538/1171, 6-24=-1077/681, 6-25=-224/425, 16-26=-690/450, 9-26=-396/304, 11-16=-569/1059, 11-15=-18/276, 11-14=-1895/1073, 12-14=-782/1547, 20-25=-3324/6188, 7-25=-3550/1941, 21-25=-3632/1919, 19-26=-3389/6288, 8-26=-3312/1775, 18-26=-3687/1997 NOTES-(11-14) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=881, 13=955. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss TG01 Truss Type HIP GIRDER Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595190 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:20 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-SLyW92mnFKv7F5k0g?Qj4Z?Tbm8yJQAPBK3jkzzexSn NOTES-(11-14) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 97 lb up at 9-0-12, 36 lb down and 97 lb up at 11-0-12, 36 lb down and 97 lb up at 13-0-12, 36 lb down and 97 lb up at 15-0-12, 36 lb down and 97 lb up at 16-10-4, 36 lb down and 97 lb up at 18-10-4, 36 lb down and 97 lb up at 20-10-4 , 36 lb down and 97 lb up at 22-10-4, 36 lb down and 97 lb up at 24-10-4, 36 lb down and 97 lb up at 26-10-4, 36 lb down and 97 lb up at 28-10-4, and 36 lb down and 97 lb up at 30-10-4, and 57 lb down and 97 lb up at 32-8-10 on top chord, and 124 lb down and 52 lb up at 3-0-12, 120 lb down and 51 lb up at 5-0-12, 120 lb down and 88 lb up at 7-0-12, 31 lb down and 27 lb up at 9-0-12, 31 lb down and 27 lb up at 11-0-12, 31 lb down and 27 lb up at 13-0-12, 31 lb down and 27 lb up at 15-0-12, 31 lb down and 27 lb up at 16-9-4, 31 lb down and 27 lb up at 18-10-4, 31 lb down and 27 lb up at 20-10-4, 31 lb down and 27 lb up at 22-10-4, 31 lb down and 27 lb up at 24-10-4, 31 lb down and 27 lb up at 26-10-4, 31 lb down and 27 lb up at 28-10-4, 31 lb down and 27 lb up at 30-10-4, and 31 lb down and 27 lb up at 32-8-12, and 121 lb down and 104 lb up at 34-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) 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: 1-5=-60, 5-12=-60, 12-13=-60, 2-21=-20, 19-20=-20, 13-18=-20 Concentrated Loads (lb) Vert: 10=-36(F) 12=-36(F) 7=-36(F) 6=-36(F) 22=-21(F) 9=-36(F) 16=-21(F) 14=-21(F) 21=-21(F) 27=-36(F) 28=-36(F) 29=-36(F) 30=-36(F) 31=-36(F) 32=-36(F) 33=-36(F) 34=-36(F) 35=-124 36=-120(F) 37=-120(F) 38=-21(F) 39=-21(F) 40=-21(F) 41=-21(F) 42=-21(F) 43=-21(F) 44=-21(F) 45=-21(F) 46=-21(F) 47=-121 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 79_BEAR_CREEK_ESTATES Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 79 Bear creek estates Job Reference (optional) I32595191 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:50:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-Z2V07DWuRhOcvLqI8DaDgzET98rwBy6wzcsBivzewlc Scale = 1:29.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 30 6x16 6x16 3x12 8x10 5x12 3x12 2x4 7x16 MT18HS 4x10 2x4 2x4 3x12 6x8 3x6 6x6 6x16 3x12 2-1-7 2-1-7 3-9-8 1-8-1 5-5-10 1-8-1 7-8-8 2-2-14 9-9-11 2-1-2 12-0-9 2-2-14 13-8-12 1-8-3 15-5-0 1-8-3 17-6-11 2-1-11 2-1-7 2-1-7 3-9-8 1-8-1 5-5-10 1-8-1 7-8-8 2-2-14 9-9-11 2-1-2 12-0-9 2-2-14 13-8-12 1-8-3 15-5-0 1-8-3 17-6-11 2-1-11 0-8-01-9-30-8-01-9-32.41 12 2.40 12 Plate Offsets (X,Y)-- [1:0-4-7,Edge], [1:Edge,0-2-7], [2:0-7-4,0-2-8], [3:0-4-11,0-1-8], [4:0-6-4,0-4-0], [7:0-8-0,0-1-13], [10:1-10-11,0-1-12], [10:0-0-0,0-0-10], [12:0-2-12,0-3-12], [15:0-4-0,0-2-0], [16:0-8-0,0-4-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 1.00 0.94 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.72 0.14 (loc) 14-15 14-15 10 l/defl >708 >286 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 188 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 4-7: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 9-12: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 1-8-10 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-10-0 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=8126/0-5-8, 1=6970/0-5-8 Max Horz 1=16(LC 3) Max Uplift10=-541(LC 4), 1=-478(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-15547/1065, 2-3=-14792/1029, 3-4=-19637/1360, 4-19=-22269/1535, 5-19=-22270/1535, 5-20=-22272/1534, 6-20=-22272/1534, 6-21=-19996/1377, 7-21=-19995/1377, 7-8=-19947/1375, 8-9=-19128/1314, 9-10=-16354/1115 BOT CHORD 1-22=-996/14501, 18-22=-996/14501, 18-23=-1249/18233, 17-23=-1249/18233, 16-17=-1249/18233, 16-24=-1322/19448, 24-25=-1322/19448, 15-25=-1322/19448, 15-26=-1507/22315, 26-27=-1507/22315, 14-27=-1507/22315, 14-28=-1507/22315, 28-29=-1507/22315, 13-29=-1507/22315, 13-30=-1261/18782, 12-30=-1261/18782, 11-12=-1031/15329, 10-11=-1031/15329 WEBS 2-18=-159/2606, 3-18=-4411/307, 3-17=-58/1161, 3-16=-108/1365, 4-16=-71/1459, 4-15=-242/3327, 6-14=-62/1363, 6-13=-2764/217, 7-13=-177/3158, 8-13=-91/1068, 8-12=-365/52, 9-12=-269/3858, 9-11=-4/317 NOTES-(13-16) 1) n/a 2) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-2-0 oc, 2x6 - 2 rows staggered at 0-2-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-17 2x4 - 1 row at 0-2-0 oc, member 16-4 2x4 - 1 row at 0-4-0 oc, member 13-7 2x4 - 1 row at 0-4-0 oc, member 8-12 2x4 - 1 row at 0-2-0 oc, member 9-11 2x4 - 1 row at 0-2-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) 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 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. Continued on page 2 Ply to ply nailing inadequate 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 79 Bear creek estates Job Reference (optional) I32595191 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:50:31 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-Z2V07DWuRhOcvLqI8DaDgzET98rwBy6wzcsBivzewlc NOTES-(13-16) 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541 lb uplift at joint 10 and 478 lb uplift at joint 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 15 lb up at 3-9-7, 42 lb down and 29 lb up at 5-5-10, 14 lb down and 26 lb up at 6-8-13, 14 lb down and 26 lb up at 8-8-13, 14 lb down and 26 lb up at 10-8-13, and 50 lb down and 36 lb up at 12-0-9, and 41 lb down and 16 lb up at 13-8-3 on top chord, and 1453 lb down and 97 lb up at 1-4-1, 1453 lb down and 97 lb up at 3-4-1, 1 lb down at 3-9-7, 1453 lb down and 98 lb up at 5-4-1, 18 lb down at 5-5-10, 14 lb down at 6-8-13, 1453 lb down and 98 lb up at 7-4-1, 14 lb down at 8-8-13, 1553 lb down and 104 lb up at 9-4-1, 14 lb down at 10-8-13, 1552 lb down and 101 lb up at 11-4-1, 24 lb down at 12-0-9, 1552 lb down and 101 lb up at 13-4-1, 1 lb down at 13-8-3, and 1552 lb down and 101 lb up at 15-4-1, and 1563 lb down and 94 lb up at 17-3-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) 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: 1-4=-60, 4-7=-60, 7-10=-60, 1-10=-20 Concentrated Loads (lb) Vert: 4=-18(B) 7=-26(B) 10=-1563(F) 17=-1(B) 16=-1465(F=-1453, B=-12) 13=-12(B) 12=-1(B) 11=-1552(F) 19=-14(B) 20=-14(B) 21=-14(B) 22=-1453(F) 23=-1453(F) 24=-10(B) 25=-1453(F) 26=-10(B) 27=-1553(F) 28=-10(B) 29=-1552(F) 30=-1552(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 79_BEAR_CREEK_ESTATES Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595192 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-tvefn4ogYFHi6YSbL8_QiCdygzD9WpdrtHHNLIzexSk Scale = 1:126.6 1 2 34 5 6 7 8 9 10 11 12 13 14 15 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 32 33 5x6 5x6 3x6 5x12 5x12 5x6 2x4 4x6 6x10 2x4 2x4 3x4 5x8 8x10 2x4 2x4 4x8 4x6 4x6 3x6 6x10 4x8 3x6 5x6 5x12 4x6 2x4 4x6 4x10 5x12 4x6 4x6 2-0-0 2-0-0 3-8-6 1-8-6 4-3-2 0-6-12 13-7-0 9-3-14 15-10-8 2-3-8 17-4-8 1-6-0 24-5-4 7-0-12 34-1-10 9-8-6 37-5-8 3-3-14 39-7-8 2-2-0 2-0-0 2-0-0 3-8-6 1-8-6 4-3-2 0-6-12 7-8-5 3-5-3 13-7-0 5-10-11 15-10-8 2-3-8 17-4-8 1-6-0 24-5-4 7-0-12 31-11-0 7-5-12 34-1-10 2-2-10 37-5-8 3-3-14 39-7-8 2-2-0 40-6-8 0-11-0 1-10-33-0-153-4-1413-3-61-5-03-0-00-8-00-8-03-4-144.00 122.40 12 6.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-2-0], [4:0-2-8,0-2-8], [8:0-2-5,0-2-8], [10:0-9-15,0-2-8], [11:0-1-8,0-1-8], [12:0-8-4,0-2-0], [13:0-3-4,0-2-0], [20:0-2-12,0-2-0], [22:0-3-4,0-3-4], [23:0-5-8,0-2-8], [26:0-2-12,0-4-0], [27:0-2-8,0-2-0], [28:0-2-8,0-2-0], [32:0-3-12,0-2-8], [33:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.89 0.82 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.63 0.34 (loc) 24 24 16 l/defl >999 >752 n/a L/d 240 180 n/a PLATES MT20 Weight: 277 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 *Except* 2-30,7-25: 2x4 SPF-S Stud, 8-24: 2x4 SPF 2100F 1.8E 9-21: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-28,4-27: 2x3 SPF No.2 10-22,10-20,11-20,1-29,23-32,26-33: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-8-14 max.): 12-13. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 25-26,24-25. WEBS 1 Row at midpt 8-32, 11-20, 12-17 JOINTS 1 Brace at Jt(s): 32 REACTIONS.(lb/size) 16=1642/0-3-8, 31=1573/Mechanical Max Horz 31=319(LC 12) Max Uplift16=-127(LC 6), 31=-92(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1856/159, 2-3=-2775/156, 3-4=-2714/158, 4-5=-2987/212, 5-6=-2407/180, 6-7=-2291/196, 7-8=-2434/268, 8-9=-2630/216, 9-10=-2774/335, 10-11=-1807/225, 11-12=-3184/165, 12-13=-917/109, 13-14=-1360/127, 1-31=-1505/128, 14-16=-1597/142 BOT CHORD 2-29=-964/16, 28-29=-270/1781, 27-28=-180/2631, 26-27=-202/2485, 26-32=-5/440, 7-32=-386/145, 23-33=-101/2070, 8-23=-90/2066, 22-23=-66/2599, 9-22=-463/179, 19-20=-50/1816, 18-19=-50/1816, 17-18=-45/2317 WEBS 2-28=0/1044, 4-27=-711/92, 5-27=-18/388, 5-26=-486/140, 8-32=-1493/0, 8-22=-642/67, 20-22=0/1240, 10-22=-214/2162, 10-20=-135/337, 11-20=-808/256, 11-18=0/1252, 12-18=-1057/81, 12-17=-1874/31, 13-17=-29/718, 1-29=-141/1904, 14-17=-43/1088, 23-32=-66/2415, 26-33=-60/2076, 32-33=-2759/140, 29-31=-270/135 NOTES-(11-14) 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) 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) 31 except (jt=lb) 16=127. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 58 lb up at 37-5-8 on top chord, and 5 lb down and 19 lb up at 37-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595192 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:23 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-tvefn4ogYFHi6YSbL8_QiCdygzD9WpdrtHHNLIzexSk LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-10=-60, 10-12=-60, 12-13=-60, 13-14=-60, 14-15=-60, 30-31=-20, 26-29=-20, 24-25=-20, 22-23=-20, 16-21=-20 Concentrated Loads (lb) Vert: 13=-0(F) 17=-4(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 79_BEAR_CREEK_ESTATES Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595193 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-L6C1_QpIJZPZji1ovrVfFP95?NXpFFF_6x1wtkzexSj Scale = 1:71.8 12 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 5x6 3x8 3x4 8x8 8x10 3x12 5x8 3x6 2x4 4x8 3x8 2x4 2x4 4x8 2x4 4x6 3x12 4x6 5x8 4-7-12 4-7-12 9-0-0 4-4-4 15-0-7 6-0-7 21-2-10 6-2-3 27-4-14 6-2-3 33-7-1 6-2-3 39-11-0 6-3-15 -0-11-0 0-11-0 4-7-12 4-7-12 9-0-0 4-4-4 15-0-7 6-0-7 21-2-10 6-2-3 27-4-14 6-2-3 33-7-1 6-2-3 39-11-0 6-3-15 0-11-05-2-145-5-05-2-146.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-4-5], [2:1-5-14,0-1-8], [6:0-2-8,0-1-8], [9:0-4-0,0-1-8], [10:0-3-0,0-1-8], [12:Edge,0-4-8], [13:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.98 0.86 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.42 -0.64 0.17 (loc) 16-18 16-18 12 l/defl >999 >741 n/a L/d 240 180 n/a PLATES MT20 Weight: 225 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 8-11: 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 6-19,6-16,9-16,9-13,10-12: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-0-9 max.): 5-11. BOT CHORD Structural wood sheathing directly applied or 5-2-11 oc bracing. WEBS 1 Row at midpt 6-19, 9-13, 10-12 REACTIONS.(lb/size) 12=2225/Mechanical, 2=2271/0-3-8 Max Horz 2=148(LC 13) Max Uplift12=-1161(LC 6), 2=-932(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3701/1585, 3-4=-3633/1602, 4-5=-3596/1745, 5-21=-3187/1582, 21-22=-3187/1582, 6-22=-3191/1583, 6-23=-4660/2475, 23-24=-4660/2475, 24-25=-4660/2475, 7-25=-4660/2475, 7-26=-4660/2475, 26-27=-4660/2475, 8-27=-4660/2475, 8-28=-4660/2475, 9-28=-4660/2475, 9-29=-2492/1329, 29-30=-2492/1329, 30-31=-2492/1329, 10-31=-2492/1329 BOT CHORD 2-35=-1467/3132, 20-35=-1467/3132, 20-36=-1467/3132, 36-37=-1467/3132, 19-37=-1467/3132, 19-38=-2313/4415, 38-39=-2313/4415, 18-39=-2313/4415, 17-18=-2313/4415, 17-40=-2313/4415, 40-41=-2313/4415, 41-42=-2313/4415, 16-42=-2313/4415, 16-43=-2136/4012, 15-43=-2136/4012, 15-44=-2136/4012, 14-44=-2136/4012, 14-45=-2136/4012, 45-46=-2136/4012, 46-47=-2136/4012, 13-47=-2136/4012, 13-48=-1329/2492, 48-49=-1329/2492, 49-50=-1329/2492, 12-50=-1329/2492 WEBS 4-19=-257/253, 5-19=-520/1165, 6-19=-1622/957, 6-18=0/364, 6-16=-230/369, 7-16=-511/397, 9-16=-432/825, 9-14=-2/347, 9-13=-1934/1027, 10-13=-618/1390, 10-12=-3140/1671 NOTES-(11-14) 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 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) 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) except (jt=lb) 12=1161, 2=932. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595193 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:24 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-L6C1_QpIJZPZji1ovrVfFP95?NXpFFF_6x1wtkzexSj NOTES-(11-14) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 100 lb up at 9-0-0, 53 lb down and 102 lb up at 11-0-12, 53 lb down and 102 lb up at 13-0-12, 53 lb down and 102 lb up at 15-0-12, 53 lb down and 102 lb up at 17-0-12, 53 lb down and 102 lb up at 17-11-12, 53 lb down and 102 lb up at 19-11-12, 53 lb down and 102 lb up at 21-11-12, 53 lb down and 102 lb up at 23-11-12, 53 lb down and 102 lb up at 25-11-12, 53 lb down and 102 lb up at 27-11-12, 53 lb down and 102 lb up at 29-11-12, 53 lb down and 102 lb up at 31-11-12, 53 lb down and 102 lb up at 33-11-12, and 53 lb down and 102 lb up at 35-11-12, and 53 lb down and 102 lb up at 37-11-12 on top chord, and 126 lb down and 55 lb up at 3-0-12, 36 lb down and 22 lb up at 5-0-12, 55 lb down and 56 lb up at 7-0-12, 35 lb down and 23 lb up at 9-0-12, 35 lb down and 23 lb up at 11-0-12, 35 lb down and 23 lb up at 13-0-12, 35 lb down and 23 lb up at 15-0-12, 35 lb down and 23 lb up at 17-0-12, 35 lb down and 23 lb up at 17-11-12, 35 lb down and 23 lb up at 19-11-12, 35 lb down and 23 lb up at 21-11-12, 35 lb down and 23 lb up at 23-11-12, 35 lb down and 23 lb up at 25-11-12, 35 lb down and 23 lb up at 27-11-12, 35 lb down and 23 lb up at 29-11-12, 35 lb down and 23 lb up at 31-11-12, 35 lb down and 23 lb up at 33-11-12, and 35 lb down and 23 lb up at 35-11-12, and 35 lb down and 23 lb up at 37-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) 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: 1-5=-60, 5-11=-60, 2-12=-20 Concentrated Loads (lb) Vert: 5=-43(B) 19=-22(B) 6=-43(B) 18=-22(B) 15=-22(B) 21=-43(B) 22=-43(B) 23=-43(B) 24=-43(B) 25=-43(B) 26=-43(B) 27=-43(B) 28=-43(B) 29=-43(B) 30=-43(B) 31=-43(B) 32=-43(B) 33=-43(B) 34=-43(B) 35=-126 36=-36(B) 37=-55(B) 38=-22(B) 39=-22(B) 40=-22(B) 41=-22(B) 42=-22(B) 43=-22(B) 44=-22(B) 45=-22(B) 46=-22(B) 47=-22(B) 48=-22(B) 49=-22(B) 50=-22(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 79_BEAR_CREEK_ESTATES Truss TG05 Truss Type COMMON GIRDER Qty 1 Ply 2 79 Bear creek estates Job Reference (optional) I32595194 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-pImPCmqw3tXQLsc_TZ0undiHknwb_kP8KbmUPAzexSi Scale = 1:60.7 1 2 3 4 5 6 11 10 9 8 712 13 14 15 16 4x6 4x6 3x6 3x6 8x8 3x4 6x6 3x4 6x6 4x6 3-3-10 3-3-10 6-4-12 3-1-2 9-5-14 3-1-2 12-9-8 3-3-10 3-3-10 3-3-10 6-4-12 3-1-2 9-5-14 3-1-2 12-9-8 3-3-10 13-8-8 0-11-0 1-5-07-9-121-5-012.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-0-12,0-1-8], [4:0-0-12,0-1-8], [5:0-2-12,0-1-8], [8:0-2-4,0-3-12], [9:0-4-0,0-4-4], [10:0-2-4,0-3-12] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.92 0.70 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 8-9 8-9 7 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* 3-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=5655/0-3-8, 7=3874/0-3-8 Max Horz 11=-200(LC 11) Max Uplift11=-474(LC 6), 7=-882(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4366/482, 2-3=-3372/629, 3-4=-3372/627, 4-5=-3991/984, 1-11=-4128/439, 5-7=-3894/943 BOT CHORD 11-12=-181/279, 12-13=-181/279, 10-13=-181/279, 10-14=-357/3027, 9-14=-357/3027, 9-15=-625/2757, 15-16=-625/2757, 8-16=-625/2757 WEBS 3-9=-815/4481, 4-9=-691/595, 4-8=-698/857, 2-9=-1152/48, 2-10=0/1490, 1-10=-278/2917, 5-8=-657/2805 NOTES-(9-12) 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=474, 7=882. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1568 lb down and 33 lb up at 0-8-12, 1564 lb down and 29 lb up at 2-8-12, 1564 lb down and 20 lb up at 4-8-12, and 1564 lb down and 41 lb up at 6-8-12, and 2205 lb down and 1173 lb up at 8-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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, 3-5=-60, 5-6=-60, 7-11=-20 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss TG05 Truss Type COMMON GIRDER Qty 1 Ply 2 79 Bear creek estates Job Reference (optional) I32595194 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:25 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-pImPCmqw3tXQLsc_TZ0undiHknwb_kP8KbmUPAzexSi LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-1568(B) 13=-1564(B) 14=-1564(B) 15=-1564(B) 16=-2205(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 79_BEAR_CREEK_ESTATES Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595195 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-HUKoP6rYqAfHz0BA1GX7KqFeQAQpjNiHZFW1ydzexSh Scale = 1:17.9 1 2 3 4 7 6 5 8 9 4x6 2x4 2x4 2x4 3x4 2x4 0-1-51-0-0 1-0-0 2-0-0 1-0-0 4-0-0 2-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 4-0-0 3-0-0 1-5-02-3-112-5-01-10-30-5-82-3-1112.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=210/0-3-8, 5=144/0-1-8 Max Horz 7=70(LC 4) Max Uplift7=-57(LC 5), 5=-41(LC 4) Max Grav 7=210(LC 1), 5=146(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 22 lb down and 69 lb up at 1-0-0, and 13 lb down and 35 lb up at 2-0-12 on top chord, and 10 lb up at 1-0-0, and 14 lb down at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=22(F) 6=6(F) 8=-13(F) 9=-9(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. March 2,2018 Job 79_BEAR_CREEK_ESTATES Truss TG07 Truss Type HALF HIP GIRDER Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595196 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-HUKoP6rYqAfHz0BA1GX7KqFeQAQtjNiHZFW1ydzexSh Scale = 1:18.0 1 2 3 4 7 6 5 8 9 4x6 2x4 2x4 3x4 2x4 2x4 0-1-51-0-0 1-0-0 1-11-4 0-11-4 3-10-8 1-11-4 -0-11-0 0-11-0 1-0-0 1-0-0 3-10-8 2-10-8 1-5-02-3-112-5-01-10-30-5-82-3-1112.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=207/0-3-8, 5=138/0-1-8 Max Horz 7=70(LC 4) Max Uplift7=-57(LC 5), 5=-41(LC 4) Max Grav 7=207(LC 1), 5=141(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 22 lb down and 69 lb up at 1-0-0, and 16 lb down and 34 lb up at 1-10-4 on top chord, and 10 lb up at 1-0-0, and 14 lb down at 1-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=22(B) 6=6(B) 8=-13(B) 9=-9(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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss TG08 Truss Type HALF HIP GIRDER Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595197 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-HUKoP6rYqAfHz0BA1GX7KqFdmAPJjNSHZFW1ydzexSh Scale = 1:22.9 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 3x4 2x4 0-1-51-9-10 1-9-10 3-10-8 2-0-14 -0-11-0 0-11-0 1-9-10 1-9-10 3-10-8 2-0-14 1-5-03-1-53-2-102-7-130-5-83-1-512.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.09 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 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 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=225/0-3-8, 5=141/0-1-8 Max Horz 7=95(LC 4) Max Uplift7=-77(LC 5), 5=-88(LC 4) Max Grav 7=225(LC 1), 5=142(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 102 lb up at 1-9-10 on top chord, and 3 lb down and 24 lb up at 1-9-7, and 8 lb down at 1-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-13(F) 6=-3(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. March 2,2018 Job 79_BEAR_CREEK_ESTATES Truss V01 Truss Type Valley Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595198 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-lhuAdSsAbUn8bAmNa_2Mt2njuaiySp5QovFbU3zexSg Scale = 1:36.6 1 2 3 5 42x4 3x4 2x4 2x4 2x4 6-7-6 6-7-6 4-4-2 4-4-2 6-7-6 2-3-4 0-0-44-4-22-0-1412.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.26 0.08 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 6-7-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=156/6-7-2, 4=72/6-7-2, 5=273/6-7-2 Max Horz 1=119(LC 5) Max Uplift1=-37(LC 7), 4=-65(LC 7), 5=-30(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss V02 Truss Type Valley Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595199 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-lhuAdSsAbUn8bAmNa_2Mt2npJalXSq6QovFbU3zexSg Scale = 1:17.4 1 2 3 4 2x4 3x4 2x4 2x4 0-0-4 0-0-4 4-7-6 4-7-2 2-4-2 2-4-2 4-7-6 2-3-4 0-0-42-4-20-0-412.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.09 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: 10 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 4-7-6 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=100/4-7-12, 3=100/4-7-12, 4=135/4-7-12 Max Horz 1=-49(LC 4) Max Uplift1=-17(LC 7), 3=-17(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss V03 Truss Type Valley Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595200 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-lhuAdSsAbUn8bAmNa_2Mt2njXajLSqWQovFbU3zexSg Scale: 1/4"=1' 1 2 3 5 42x4 2x4 2x4 2x4 2x4 6-3-6 6-3-6 0-0-46-3-612.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.52 0.23 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: 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=25/6-3-2, 4=127/6-3-2, 5=322/6-3-2 Max Horz 1=179(LC 5) Max Uplift1=-63(LC 4), 4=-55(LC 5), 5=-152(LC 6) Max Grav 1=138(LC 5), 4=127(LC 1), 5=322(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=152. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss V04 Truss Type Valley Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595201 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-DtRYqnsoMov?CJLZ8habPFKvL_2HBHba1Z?80VzexSf Scale = 1:29.4 1 2 32x4 2x4 2x4 4-3-6 4-3-6 0-0-44-3-612.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.31 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=157/4-3-6, 3=157/4-3-6 Max Horz 1=118(LC 5) Max Uplift3=-46(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss V05 Truss Type Valley Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595202 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-DtRYqnsoMov?CJLZ8habPFK?P_5?BHba1Z?80VzexSf Scale = 1:17.3 1 2 3 2x4 2x4 2x4 2-3-6 2-3-6 0-0-42-3-612.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=77/2-3-6, 3=77/2-3-6 Max Horz 1=58(LC 5) Max Uplift3=-23(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss V07 Truss Type VALLEY Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595203 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-DtRYqnsoMov?CJLZ8habPFKvL_2FBHda1Z?80VzexSf Scale = 1:35.1 1 2 3 42x4 3x4 2x4 2x4 8-3-12 8-3-12 8-4-0 0-0-4 4-2-0 4-2-0 8-4-0 4-2-0 0-0-44-2-00-0-412.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.32 0.06 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: 19 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=187/8-3-8, 3=187/8-3-8, 4=252/8-3-8 Max Horz 1=-91(LC 4) Max Uplift1=-32(LC 7), 3=-32(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 2,2018 Job 79_BEAR_CREEK_ESTATES Truss V08 Truss Type Valley Qty 1 Ply 1 79 Bear creek estates Job Reference (optional) I32595204 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 14:02:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-i3?w17tQ751sqTwliO5qyTtAAORDwkdjFDkhYyzexSe Scale = 1:16.4 1 2 3 4 2x4 3x4 2x4 2x4 0-0-4 0-0-4 4-4-0 4-3-12 2-2-0 2-2-0 4-4-0 2-2-0 0-0-42-2-00-0-412.00 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.08 0.01 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 4-4-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=92/4-3-8, 3=92/4-3-8, 4=123/4-3-8 Max Horz 1=45(LC 5) Max Uplift1=-15(LC 7), 3=-15(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 2,2018 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.