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HomeMy WebLinkAboutI32903726.23_Bear_Creek_EstatesRe: Garcia, Juan Pages or sheets covered by this seal: I32903726 thru I32903777 My license renewal date for the state of Indiana is July 31, 2018. 23_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: 23 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. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss GE01 Truss Type GABLE Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903726 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-JbiTsrr1A4Be7qPKe?USDLnfffwp8I_ORsF1CEzUjmv Scale = 1:37.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-4-0 9-4-0 -0-11-0 0-11-0 4-8-0 4-8-0 9-4-0 4-8-0 10-3-0 0-11-0 1-0-94-6-91-0-99.00 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 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 92 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 9-4-0. (lb) - Max Horz 16=110(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 16, 10, 14, 15, 12, 11. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss GE02 Truss Type GABLE Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903727 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-nnGs3AsfxNJVk__XCj?hmZKgK35HtdrXgW_bkhzUjmu Scale = 1:73.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 78 12 11 10 9 38 393635 37 40 41 42 43 44 45 46 47 48 49 4x6 3x8 3x8 3x4 3x4 3x6 5x8 5x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x6 2x4 2x4 3x6 3x6 2x4 10-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 5-4-0 5-4-0 10-5-8 5-1-8 15-7-0 5-1-8 20-11-0 5-4-0 21-10-0 0-11-0 1-0-98-10-111-0-99.00 12 Plate Offsets (X,Y)-- [16:0-1-11,0-0-0], [24:0-0-3,0-0-8], [30:0-1-11,0-0-0] 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 0.74 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.03 (loc) 9-10 9-10 9 l/defl >999 >611 n/a L/d 240 180 n/a PLATES MT20 Weight: 337 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12,7-9: 2x4 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. JOINTS 1 Brace at Jt(s): 36, 37, 39 REACTIONS.(lb/size) 12=848/0-3-8, 9=848/0-3-8 Max Horz 12=211(LC 4) Max Uplift12=-221(LC 5), 9=-220(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-526/173, 3-4=-522/179, 4-5=-729/234, 5-6=-728/234, 6-40=-508/208, 7-40=-528/183, 2-12=-435/189, 7-9=-432/204 BOT CHORD 12-41=-157/681, 41-42=-157/681, 11-42=-157/681, 11-43=-157/681, 43-44=-157/681, 10-44=-157/681, 10-45=-95/682, 45-46=-95/682, 46-47=-95/682, 47-48=-95/682, 48-49=-95/682, 9-49=-95/682 WEBS 10-38=-172/513, 5-38=-172/513, 12-35=-524/117, 4-35=-496/111, 6-37=-518/110, 9-37=-539/116 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) except (jt=lb) 12=221, 9=220. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 121 lb up at 1-0-0, and 81 lb down and 121 lb up at 19-9-3 on top chord, and 1 lb down and 37 lb up at 1-0-0, 2 lb down and 24 lb up at 3-1-13, 2 lb down and 24 lb up at 5-1-13, 2 lb down and 24 lb up at 7-1-13, 2 lb down and 24 lb up at 9-1-13, 2 lb down and 24 lb up at 10-5-8, 2 lb down and 24 lb up at 11-9-3, 2 lb down and 24 lb up at 13-9-3, 2 lb down and 24 lb up at 15-9-3, and 2 lb down and 24 lb up at 17-9-3, and 1 lb down and 37 lb up at 19-9-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 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. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss GE02 Truss Type GABLE Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903727 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:17 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-nnGs3AsfxNJVk__XCj?hmZKgK35HtdrXgW_bkhzUjmu LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-7=-60, 7-8=-60, 9-12=-20 Concentrated Loads (lb) Vert: 11=3(F) 10=3(F) 3=21(F) 40=21(F) 41=7(F) 42=3(F) 43=3(F) 44=3(F) 45=3(F) 46=3(F) 47=3(F) 48=3(F) 49=7(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 23_BEAR_CREEK_ESTATES Truss GE03 Truss Type GABLE Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903728 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-F_qEHWtHihRMM8ZjmQWwJms?tTb6cAygvAk8H7zUjmt Scale = 1:43.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-0 11-11-0 -0-11-0 0-11-0 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-0-95-6-31-0-99.00 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) 0.13 0.06 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 131 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 11-11-0. (lb) - Max Horz 20=-132(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 12, 17, 18, 19, 15, 14, 13. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss GE04 Truss Type GABLE Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903729 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-F_qEHWtHihRMM8ZjmQWwJmszcTZscBNgvAk8H7zUjmt Scale: 3/8"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 19 18 1716 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 16-9-0 16-9-0 -1-0-0 1-0-0 8-4-8 8-4-8 16-9-0 8-4-8 17-9-0 1-0-0 0-3-153-1-70-3-154.00 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 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 110 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 16-9-0. (lb) - Max Horz 2=36(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 18, 19, 14, 13, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 14, 10 except 19=370(LC 1), 12=370(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-19=-254/96, 9-12=-254/96 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 18, 19, 14, 13, 12, 10. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss J01 Truss Type Jack-Closed Girder Qty 2 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903730 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-jAOcUsuvT?ZD_I8vJ819r_P66tryLeRq8qThpZzUjms Scale = 1:19.6 1 2 3 4 6 57 8 9 3x4 2x4 4x8 2x4 3x4 6-0-0 6-0-0 -0-11-0 0-11-0 1-8-2 1-8-2 6-0-0 4-3-14 1-0-92-1-132-3-102-1-139.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-6] 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) 0.35 0.41 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.00 (loc) 5-6 5-6 5 l/defl >999 >412 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 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 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) 6=297/0-3-8, 5=225/Mechanical Max Horz 6=65(LC 4) Max Uplift6=-37(LC 5), 5=-28(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; 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) 6, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 18 lb up at 1-8-2 on top chord, and 2 lb up at 1-8-2, and 2 lb down and 0 lb up at 2-0-12, and 2 lb down and 0 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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, 5-6=-20 Concentrated Loads (lb) Vert: 7=2(F) 8=0(F) 9=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. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss J02 Truss Type Jack-Closed Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903731 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-jAOcUsuvT?ZD_I8vJ819r_P98tspLeVq8qThpZzUjms Scale = 1:28.7 1 2 3 4 6 5 3x4 2x4 4x8 2x4 3x4 6-0-0 6-0-0 -0-11-0 0-11-0 3-5-7 3-5-7 6-0-0 2-6-9 1-0-93-5-133-7-103-5-139.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-6] 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 0.35 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.00 (loc) 5-6 5-6 5 l/defl >999 >412 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 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 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) 6=298/0-3-8, 5=226/Mechanical Max Horz 6=105(LC 5) Max Uplift6=-35(LC 6), 5=-34(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 6, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss J03 Truss Type Jack-Closed Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903732 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-jAOcUsuvT?ZD_I8vJ819r_P3XtuyLcFq8qThpZzUjms Scale = 1:40.8 1 2 3 4 7 6 5 3x4 5x6 5x6 2x4 3x4 3x4 5-2-12 5-2-12 6-0-0 0-9-4 -0-11-0 0-11-0 5-2-12 5-2-12 6-0-0 0-9-4 1-0-94-9-134-11-104-9-139.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-10,Edge], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.52 0.22 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.07 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 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 6-0-0 oc purlins, except end verticals, and 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.(lb/size) 7=300/0-3-8, 5=224/Mechanical Max Horz 7=145(LC 5) Max Uplift7=-26(LC 6), 5=-43(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss J04 Truss Type Jack-Closed Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903733 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-BMy_iCuYEIh4bSj6trYOOBxLfHFE45gzMUDFL?zUjmr Scale = 1:28.7 1 2 3 4 5 9 8 7 6 3x4 3x4 4x8 2x4 3x4 2x4 2x4 5x8 2-3-8 2-3-8 6-0-0 3-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 3-5-7 1-1-15 6-0-0 2-6-9 1-0-93-5-133-7-102-9-130-8-03-5-139.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [7:0-3-8,0-3-4] 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) 0.11 0.15 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 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 end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=297/0-3-8, 6=226/Mechanical Max Horz 9=96(LC 5) Max Uplift9=-35(LC 6), 6=-34(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-274/100, 2-3=-258/62 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss J05 Truss Type Jack-Closed Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903734 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-BMy_iCuYEIh4bSj6trYOOBxJHHF744WzMUDFL?zUjmr Scale = 1:38.8 1 2 3 4 5 10 9 8 7 6 3x4 3x4 5x6 2x4 2x4 2x4 3x4 4x6 3x4 2-3-8 2-3-8 5-2-12 2-11-4 6-0-0 0-9-4 -0-11-0 0-11-0 2-3-8 2-3-8 5-2-12 2-11-4 6-0-0 0-9-4 1-0-94-9-134-11-104-1-130-8-04-9-139.00 12 Plate Offsets (X,Y)-- [4:0-3-10,Edge], [8:0-4-4,0-2-0] 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) 0.19 0.16 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 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. REACTIONS.(lb/size) 10=297/0-3-8, 6=226/Mechanical Max Horz 10=136(LC 5) Max Uplift10=-25(LC 6), 6=-43(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-270/87, 2-3=-274/56 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 10, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss J06 Truss Type Jack-Closed Qty 26 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903735 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-BMy_iCuYEIh4bSj6trYOOBxE_HC745qzMUDFL?zUjmr Scale = 1:41.5 1 2 3 5 4 2x4 3x4 2x4 3x4 6-0-0 6-0-0 -0-11-0 0-11-0 6-0-0 6-0-0 1-0-95-6-99.00 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) 0.53 0.35 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 -0.00 (loc) 4-5 4-5 4 l/defl >999 >412 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 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 end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=298/0-3-8, 4=226/Mechanical Max Horz 5=164(LC 5) Max Uplift5=-18(LC 6), 4=-54(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss J07 Truss Type Jack-Closed Qty 3 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903736 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-fZVMvYvA?cpxDcIIRZ3dwPUTYgb3pX97b8youSzUjmq Scale = 1:41.5 1 2 3 4 8 7 6 5 3x4 3x4 2x4 3x4 2x4 3x4 4x10 2-3-8 2-3-8 6-0-0 3-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 6-0-0 3-8-8 1-0-95-6-94-10-90-8-09.00 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) 0.29 0.18 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 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) 8=298/0-3-8, 5=226/Mechanical Max Horz 8=155(LC 5) Max Uplift8=-18(LC 6), 5=-54(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-276/94, 2-3=-312/69 WEBS 3-5=-253/118 NOTES-(5-6) 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) 8, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss J08 Truss Type Jack-Closed Qty 6 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903737 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-fZVMvYvA?cpxDcIIRZ3dwPUWagdGpYq7b8youSzUjmq Scale = 1:17.5 1 2 5 3 4 2x4 2x4 2-0-0 2-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 0-11-102-3-108.00 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 0.03 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: 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 2-0-0 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, 4=17/Mechanical, 3=41/Mechanical Max Horz 5=57(LC 6) Max Uplift5=-16(LC 6), 3=-29(LC 6) Max Grav 5=153(LC 1), 4=36(LC 2), 3=41(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss J09 Truss Type Jack-Open Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903738 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-fZVMvYvA?cpxDcIIRZ3dwPUVNgdrpYq7b8youSzUjmq Scale = 1:17.4 1 2 4 6 3 5 2x4 2x4 2-6-2 2-5-11 -1-4-9 1-4-9 2-6-2 2-6-2 1-0-92-3-95.98 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) 0.17 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5-6 5-6 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 2-6-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=210/0-4-7, 5=20/Mechanical, 3=47/Mechanical Max Horz 6=81(LC 6) Max Uplift6=-39(LC 6), 3=-28(LC 6) Max Grav 6=210(LC 1), 5=44(LC 2), 3=47(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) 6, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss J10 Truss Type Jack-Open Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903739 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-7l3l7uwomwxorltU?GbsTc1g74z4Y?4GqoiMQuzUjmp Scale = 1:17.4 1 2 4 6 3 5 2x4 2x4 2-6-2 2-6-2 -1-4-9 1-4-9 2-6-2 2-6-2 1-0-92-3-95.98 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) 0.17 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5-6 5-6 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 2-6-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=210/0-4-7, 5=20/Mechanical, 3=47/Mechanical Max Horz 6=81(LC 6) Max Uplift6=-39(LC 6), 3=-28(LC 6) Max Grav 6=210(LC 1), 5=44(LC 2), 3=47(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) 6, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss J11 Truss Type Jack-Open Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903740 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-7l3l7uwomwxorltU?GbsTc1g74z4Y?4GqoiMQuzUjmp Scale = 1:17.4 1 2 4 6 3 5 2x4 2x4 2-6-2 2-6-2 -1-4-9 1-4-9 2-6-2 2-6-2 1-0-92-3-95.98 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) 0.17 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5-6 5-6 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 2-6-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=210/0-4-7, 5=20/Mechanical, 3=47/Mechanical Max Horz 6=81(LC 6) Max Uplift6=-39(LC 6), 3=-28(LC 6) Max Grav 6=210(LC 1), 5=44(LC 2), 3=47(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) 6, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss J12 Truss Type Jack-Open Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903741 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-7l3l7uwomwxorltU?GbsTc1gc4zRY?4GqoiMQuzUjmp Scale = 1:14.4 1 2 5 3 42x4 2x4 1-5-0 1-5-0 -1-3-9 1-3-9 1-5-0 1-5-0 1-0-91-9-96.36 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) 0.14 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 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 1-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=181/0-4-9, 3=-0/Mechanical, 4=7/Mechanical Max Horz 5=66(LC 6) Max Uplift5=-39(LC 6), 3=-13(LC 7), 4=-7(LC 6) Max Grav 5=181(LC 1), 3=7(LC 4), 4=23(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss J13 Truss Type Jack-Open Qty 11 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903742 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-bxd7KExQXD3fSvShY_650qZspUJaHSKP2SRvyKzUjmo Scale = 1:14.4 1 2 5 3 42x4 2x4 1-0-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 1-0-91-9-91-4-11-9-99.00 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 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 1-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=132/0-3-8, 3=-4/Mechanical, 4=4/Mechanical Max Horz 5=66(LC 6) Max Uplift5=-6(LC 6), 3=-16(LC 7), 4=-19(LC 6) Max Grav 5=132(LC 1), 3=9(LC 4), 4=16(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss J14 Truss Type Jack-Open Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903743 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-bxd7KExQXD3fSvShY_650qZrMUJgHSKP2SRvyKzUjmo Scale = 1:14.4 1 2 5 3 42x4 2x4 1-5-0 1-5-0 -1-3-9 1-3-9 1-5-0 1-5-0 1-0-91-9-90-4-121-4-131-9-96.36 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) 0.14 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 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 1-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=181/0-4-9, 3=-0/Mechanical, 4=7/Mechanical Max Horz 5=66(LC 6) Max Uplift5=-39(LC 6), 3=-13(LC 7), 4=-7(LC 6) Max Grav 5=181(LC 1), 3=7(LC 4), 4=23(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss J15 Truss Type Jack-Open Qty 9 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903744 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-bxd7KExQXD3fSvShY_650qZrXUJPHSKP2SRvyKzUjmo Scale = 1:17.3 1 2 5 3 4 2x4 2x4 1-7-8 1-7-8 -0-11-0 0-11-0 1-7-8 1-7-8 1-0-92-3-31-9-112-3-39.00 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) 0.13 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 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 1-7-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=142/0-3-8, 3=27/Mechanical, 4=13/Mechanical Max Horz 5=80(LC 6) Max Uplift5=-4(LC 6), 3=-29(LC 6), 4=-10(LC 6) Max Grav 5=142(LC 1), 3=27(LC 1), 4=28(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss J16 Truss Type Jack-Open Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903745 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-bxd7KExQXD3fSvShY_650qZrKUJWHSKP2SRvyKzUjmo Scale = 1:17.0 1 2 5 3 4 2x4 2x4 2-2-13 2-2-13 -1-3-9 1-3-9 2-2-13 2-2-13 1-0-92-2-126.36 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) 0.14 0.05 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: 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 2-2-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=195/0-4-9, 3=37/Mechanical, 4=17/Mechanical Max Horz 5=78(LC 6) Max Uplift5=-35(LC 6), 3=-23(LC 6) Max Grav 5=195(LC 1), 3=37(LC 1), 4=38(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss M01 Truss Type MONOPITCH Qty 5 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903746 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-48BVXay2IXBV431t6hdKY160Zuef0vaZH6BSUnzUjmn Scale = 1:13.8 1 2 3 5 4 2x4 2x4 3x6 3-9-8 3-9-8 -0-11-0 0-11-0 3-9-8 3-9-8 0-7-81-8-133.50 12 Plate Offsets (X,Y)-- [5:0-3-4,0-1-8] 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) 0.18 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=127/Mechanical, 5=218/0-3-0 Max Horz 5=50(LC 5) Max Uplift4=-40(LC 6), 5=-78(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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; porch left 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, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss M02 Truss Type MONOPITCH Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903747 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-48BVXay2IXBV431t6hdKY16wBubR0vaZH6BSUnzUjmn Scale = 1:19.4 1 2 3 5 4 3x6 3x6 3x6 5-9-8 5-9-8 -0-11-0 0-11-0 5-9-8 5-9-8 0-7-82-3-133.50 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8], [5:0-3-4,0-1-8] 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) 0.52 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.06 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=211/Mechanical, 5=294/0-3-0 Max Horz 5=69(LC 5) Max Uplift4=-67(LC 6), 5=-99(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-259/152 NOTES-(5-6) 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; porch left 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, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss PB01 Truss Type GABLE Qty 2 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903748 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-YKltlwyg2rJMiDb3gO8Z5Ff7hIuhlMqiWmw01DzUjmm Scale = 1:20.6 2 3 4 5 1 6 3x8 MT18HS 3x8 MT18HS 4x10 4x10 9-11-0 9-11-0 1-10-6 1-10-6 8-0-10 6-2-4 9-11-0 1-10-6 -0-0-41-2-111-2-150-1-00-1-81-1-78.00 12 Plate Offsets (X,Y)-- [2:0-0-0,Edge], [3:0-4-4,0-1-11], [4:0-4-4,0-1-11], [5:0-0-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.41 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 22 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 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.(lb/size) 1=-195/9-11-0, 6=-195/9-11-0, 2=568/9-11-0, 5=568/9-11-0 Max Horz 1=-25(LC 4) Max Uplift1=-397(LC 2), 6=-397(LC 2) Max Grav 2=669(LC 2), 5=669(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-565/241, 3-4=-516/231, 4-5=-565/241 BOT CHORD 2-5=-196/516 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 3 = 16%, joint 4 = 16% 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=397, 6=397. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss PB02 Truss Type GABLE Qty 2 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903749 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-YKltlwyg2rJMiDb3gO8Z5FfCwI_2lMUiWmw01DzUjmm Scale = 1:23.1 2 3 4 5 6 7 8 13 12 11 10 1 9 3x4 2x4 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 9-11-0 9-11-0 4-1-6 4-1-6 5-9-10 1-8-4 9-11-0 4-1-6 -0-0-42-8-112-8-150-1-00-1-82-7-78.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-3], [6:0-4-4,0-2-4] 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) 0.07 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 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, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-11-0. (lb) - Max Horz 1=-60(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 12, 13, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 11, 12, 13, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 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) 1, 9, 2, 8, 12, 13, 10. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss PB03 Truss Type GABLE Qty 10 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903750 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-0WJFyFzIp8RDJNAFE6fodSBJ1hI3UpTslQgZZfzUjml Scale = 1:27.4 2 3 4 6 1 5 4x6 3x4 3x4 2x4 9-11-0 9-11-0 4-11-8 4-11-8 9-11-0 4-11-8 -0-0-43-3-73-3-110-1-00-1-88.00 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) 0.31 0.19 0.04 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: 25 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 9-11-0. (lb) - Max Horz 1=-72(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 1=-262(LC 1), 5=-262(LC 1), 2=-208(LC 6), 4=-198(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=504(LC 1), 4=504(LC 1), 6=263(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 262 lb uplift at joint 1, 262 lb uplift at joint 5, 208 lb uplift at joint 2 and 198 lb uplift at joint 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss T01 Truss Type Hip Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903751 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-0WJFyFzIp8RDJNAFE6fodSBEvh9hUcxslQgZZfzUjml Scale = 1:74.7 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 5x6 3x8 5x8 2x4 5x12 3x4 2x4 3x6 5x6 8x8 3x4 4x8 4x8 6x8 3x8 3x8 3x6 3x4 3x6 10x10 2-3-8 2-3-8 9-1-6 6-9-14 13-4-8 4-3-2 21-1-1 7-8-9 28-9-10 7-8-9 37-11-0 9-1-6 -0-11-0 0-11-0 1-3-0 1-3-0 2-3-8 1-0-8 5-8-7 3-4-15 9-1-6 3-4-15 13-4-8 4-3-2 21-1-1 7-8-9 28-9-10 7-8-9 33-3-1 4-5-7 37-11-0 4-7-15 38-10-0 0-11-0 0-11-107-0-90-11-100-8-07-0-98.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-2-4], [10:0-4-12,0-2-0], [14:Edge,0-2-4], [17:0-2-8,0-2-0], [19:0-5-4,0-4-0], [21:0-5-12,0-2-8] 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) 0.63 0.72 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.56 0.22 (loc) 17-18 17-18 14 l/defl >999 >810 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-23,12-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-5 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-20, 8-15, 11-14 REACTIONS.(lb/size) 23=1569/0-3-8, 14=1569/0-3-8 Max Horz 23=-167(LC 4) Max Uplift23=-56(LC 5), 14=-56(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-353/53, 3-4=-2277/185, 4-5=-2429/257, 5-6=-2116/239, 6-7=-1725/223, 7-8=-2206/282, 8-9=-1577/229, 9-10=-1578/229, 10-11=-1939/232, 11-12=-623/33, 2-23=-445/89, 12-14=-522/84 BOT CHORD 22-23=-175/946, 20-21=-240/1875, 19-20=-258/2214, 16-17=-203/2128, 15-16=-203/2128, 14-15=-72/1570 WEBS 21-22=-207/1137, 4-21=-265/87, 7-19=-7/362, 3-22=-1396/265, 3-21=-314/2238, 6-20=-66/935, 7-20=-901/203, 17-19=-200/2097, 8-15=-807/187, 10-15=-3/653, 3-23=-1336/100, 11-14=-1477/196 NOTES-(7-8) 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 56 lb uplift at joint 23 and 56 lb uplift at joint 14. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss T02 Truss Type Hip Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903752 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-UjteAb_xaSZ4xXlSnpA1AfkPk5SrD51?z4P655zUjmk Scale = 1:83.4 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 5x6 5x8 3x6 4x6 2x4 3x6 4x6 8x8 5x8 3x4 3x6 4x8 3x8 5x12 3x8 3x8 3x6 3x4 3x6 10x10 2-3-8 2-3-8 6-9-15 4-6-7 11-4-6 4-6-7 13-4-8 2-0-2 19-11-9 6-7-1 26-6-10 6-7-1 37-11-0 11-4-6 -0-11-0 0-11-0 1-3-0 1-3-0 2-3-8 1-0-8 6-9-15 4-6-7 11-4-6 4-6-7 13-4-8 2-0-2 19-11-9 6-7-1 26-6-10 6-7-1 32-1-9 5-6-15 37-11-0 5-9-7 38-10-0 0-11-0 0-11-108-6-90-11-100-8-08-6-98.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [7:0-2-8,0-2-0], [9:0-4-12,0-2-0], [13:Edge,0-2-0], [16:0-2-8,0-1-8], [18:0-6-4,0-3-4], [21:0-2-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.92 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.79 0.19 (loc) 13-14 13-14 13 l/defl >999 >573 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-14: 2x4 SPF No.2, 2-23,11-13: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-12 max.): 6-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-16,13-14. WEBS 1 Row at midpt 7-19, 8-18, 8-16, 8-14, 10-13 REACTIONS.(lb/size) 23=1567/0-3-8, 13=1569/0-3-8 Max Horz 23=-202(LC 4) Max Uplift23=-68(LC 6), 13=-67(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-367/57, 3-4=-2328/187, 4-5=-2290/213, 5-6=-1972/250, 6-7=-1586/238, 7-8=-1753/254, 8-9=-1481/235, 9-10=-1859/234, 10-11=-878/4, 2-23=-455/94, 11-13=-635/74 BOT CHORD 22-23=-171/948, 20-21=-264/2035, 19-20=-172/1846, 18-19=-157/1760, 15-16=-116/1742, 14-15=-116/1742, 13-14=-68/1594 WEBS 21-22=-178/996, 7-18=-36/442, 3-22=-1189/222, 3-21=-259/2102, 5-19=-383/111, 6-19=-79/864, 7-19=-743/181, 16-18=-115/1731, 8-14=-521/173, 9-14=-5/618, 3-23=-1320/88, 10-13=-1294/235 NOTES-(7-8) 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 68 lb uplift at joint 23 and 67 lb uplift at joint 13. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss T03 Truss Type Hip Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903753 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-yvR0Nx?ZLmhxZgKeLXhGjtHbyVp2yYG9Ck9gdYzUjmj Scale = 1:92.2 12 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 8x10 6x6 5x8 3x6 3x6 2x4 2x4 3x6 4x6 5x8 3x4 3x6 4x10 5x8 3x4 3x8 3x6 3x6 3x4 3x6 12x12 2-3-8 2-3-8 7-3-1 4-11-9 12-2-10 4-11-9 13-7-6 1-4-12 24-3-10 10-8-4 31-0-1 6-8-7 37-11-0 6-10-15 -0-11-0 0-11-0 1-3-0 1-3-0 2-3-8 1-0-8 7-3-1 4-11-9 12-2-10 4-11-9 13-7-6 1-4-12 18-11-8 5-4-2 24-3-10 5-4-2 31-0-1 6-8-7 37-11-0 6-10-15 38-10-0 0-11-0 0-11-1010-0-90-11-100-8-010-0-98.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge], [8:0-3-12,0-2-0], [10:0-4-12,0-2-0], [15:0-2-15,Edge], [16:0-2-8,0-1-8], [21:0-3-0,0-2-4], [23:0-2-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.53 0.86 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.71 0.17 (loc) 17-19 17-19 15 l/defl >999 >637 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 9-19,9-17,2-25,13-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-13 max.): 8-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. WEBS 1 Row at midpt 7-20, 8-19, 9-19, 9-17, 11-17 REACTIONS.(lb/size) 25=1565/0-3-8, 15=1568/0-3-8 Max Horz 25=-237(LC 4) Max Uplift25=-80(LC 6), 15=-79(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-352/57, 3-4=-2327/174, 4-5=-2316/180, 5-6=-2278/205, 6-7=-1918/249, 7-8=-1810/307, 8-9=-1367/240, 9-10=-1370/246, 10-11=-1754/242, 11-12=-1954/196, 12-13=-2073/172, 2-25=-442/96, 13-15=-1486/186 BOT CHORD 24-25=-164/948, 22-23=-232/2038, 21-22=-120/1834, 18-19=-56/1448, 17-18=-56/1448, 16-17=-30/1629, 15-16=-34/462 WEBS 23-24=-171/996, 3-24=-1188/214, 3-23=-224/2105, 6-22=0/280, 6-21=-445/118, 19-21=-54/1494, 8-21=-198/962, 9-19=-285/179, 9-17=-299/190, 10-17=-6/557, 11-17=-347/150, 3-25=-1335/81, 13-16=0/1174 NOTES-(7-8) 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 80 lb uplift at joint 25 and 79 lb uplift at joint 15. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss T04 Truss Type Piggyback Base Qty 5 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903754 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-Q5_ObH?B63poAqvqvEDVF4pmJvA_h4cIROuDA_zUjmi Scale = 1:86.1 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 5x8 5x8 3x6 12x12 3x6 3x6 3x6 3x8 3x4 3x8 3x6 3x6 12x12 3x6 7-1-4 7-1-4 14-0-0 6-10-12 23-11-0 9-11-0 30-9-12 6-10-12 37-11-0 7-1-4 -0-11-0 0-11-0 7-1-4 7-1-4 14-0-0 6-10-12 18-11-8 4-11-8 23-11-0 4-11-8 30-9-12 6-10-12 37-11-0 7-1-4 38-10-0 0-11-0 0-11-1010-3-100-11-1010-3-108.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-2-0], [7:0-4-12,0-2-0], [12:0-2-15,Edge], [13:0-2-8,0-1-8], [18:0-2-8,0-1-8], [19:0-2-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.81 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.59 0.09 (loc) 14-17 14-17 12 l/defl >999 >770 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,6-14,2-19,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-9 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-17, 6-14, 8-14 REACTIONS.(lb/size) 19=1569/0-3-8, 12=1569/0-3-8 Max Horz 19=243(LC 5) Max Uplift19=-80(LC 6), 12=-80(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2076/170, 3-4=-1945/194, 4-5=-1736/243, 5-6=-1352/248, 6-7=-1352/248, 7-8=-1736/243, 8-9=-1945/194, 9-10=-2076/170, 2-19=-1486/185, 10-12=-1486/185 BOT CHORD 18-19=-222/478, 17-18=-103/1630, 16-17=-40/1408, 15-16=-40/1408, 14-15=-40/1408, 13-14=-26/1630, 12-13=-41/478 WEBS 4-17=-372/152, 5-17=-2/545, 6-17=-271/186, 6-14=-271/186, 7-14=-2/545, 8-14=-372/152, 2-18=0/1158, 10-13=0/1158 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 19 = 16%, joint 12 = 16% 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 80 lb uplift at joint 19 and 80 lb uplift at joint 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss T05 Truss Type Piggyback Base Qty 9 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903755 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-Q5_ObH?B63poAqvqvEDVF4plHvA_h4bIROuDA_zUjmi Scale = 1:85.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 5x8 5x8 3x6 12x12 3x6 3x6 3x6 3x8 3x4 3x8 3x6 3x6 12x12 3x6 7-1-4 7-1-4 14-0-0 6-10-12 23-11-0 9-11-0 30-9-12 6-10-12 37-11-0 7-1-4 -0-11-0 0-11-0 7-1-4 7-1-4 14-0-0 6-10-12 18-11-8 4-11-8 23-11-0 4-11-8 30-9-12 6-10-12 37-11-0 7-1-4 0-11-1010-3-100-11-1010-3-108.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-2-0], [7:0-4-12,0-2-0], [11:0-2-15,Edge], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-2-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.81 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.59 0.09 (loc) 13-16 13-16 11 l/defl >999 >770 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,6-13,2-18,10-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-8 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-16, 6-13, 8-13 REACTIONS.(lb/size) 18=1570/0-3-8, 11=1504/Mechanical Max Horz 18=251(LC 5) Max Uplift18=-80(LC 6), 11=-46(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2078/170, 3-4=-1946/194, 4-5=-1737/243, 5-6=-1353/248, 6-7=-1354/248, 7-8=-1739/243, 8-9=-1951/195, 9-10=-2082/171, 2-18=-1487/186, 10-11=-1422/151 BOT CHORD 17-18=-230/479, 16-17=-111/1631, 15-16=-49/1409, 14-15=-49/1409, 13-14=-49/1409, 12-13=-59/1635, 11-12=-75/516 WEBS 4-16=-372/152, 5-16=-2/545, 6-16=-272/186, 6-13=-271/187, 7-13=-2/546, 8-13=-376/153, 2-17=0/1159, 10-12=0/1126 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 18 = 4%, joint 11 = 4% 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 80 lb uplift at joint 18 and 46 lb uplift at joint 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss T06 Truss Type Hip Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903756 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-uHYmod0ptNyfo_U1TykkoIMwQJVzQXnRf2eniQzUjmh Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 6x6 6x6 3x6 12x12 3x6 3x6 3x6 3x8 3x4 3x8 3x6 3x6 12x12 3x6 6-10-15 6-10-15 13-7-6 6-8-7 24-3-10 10-8-4 31-0-1 6-8-7 37-11-0 6-10-15 -0-11-0 0-11-0 6-10-15 6-10-15 13-7-6 6-8-7 18-11-8 5-4-2 24-3-10 5-4-2 31-0-1 6-8-7 37-11-0 6-10-15 0-11-109-10-1110-0-90-11-109-10-118.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-3], [7:0-3-0,0-2-3], [11:0-2-15,Edge], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-2-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.89 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.76 0.09 (loc) 13-16 13-16 11 l/defl >999 >594 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,6-13,2-18,10-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-7 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-16, 6-13, 8-13 REACTIONS.(lb/size) 18=1570/0-3-8, 11=1504/Mechanical Max Horz 18=243(LC 5) Max Uplift18=-78(LC 6), 11=-45(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2075/172, 3-4=-1956/195, 4-5=-1762/241, 5-6=-1387/244, 6-7=-1388/244, 7-8=-1763/241, 8-9=-1961/196, 9-10=-2079/173, 2-18=-1487/186, 10-11=-1421/151 BOT CHORD 17-18=-222/464, 16-17=-119/1630, 15-16=-62/1471, 14-15=-62/1471, 13-14=-62/1471, 12-13=-62/1635, 11-12=-68/501 WEBS 4-16=-332/149, 5-16=-5/568, 6-16=-310/188, 6-13=-309/189, 7-13=-6/568, 8-13=-337/150, 2-17=-1/1173, 10-12=0/1140 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 5 = 4%, joint 7 = 4%, joint 18 = 8%, joint 11 = 8% 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 78 lb uplift at joint 18 and 45 lb uplift at joint 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss T07 Truss Type Hip Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903757 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-MU680z1Reh4WQ83D0fFzKVv5_io79xLbuiNKEtzUjmg Scale = 1:70.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 5x6 5x6 12x12 3x6 3x8 3x6 4x6 4x6 4x6 3x8 3x6 12x12 3x6 11-4-6 11-4-6 18-11-8 7-7-2 26-6-10 7-7-2 37-11-0 11-4-6 -0-11-0 0-11-0 5-9-7 5-9-7 11-4-6 5-6-15 16-5-2 5-0-12 21-5-14 5-0-12 26-6-10 5-0-12 32-1-9 5-6-15 37-11-0 5-9-7 0-11-108-4-118-6-90-11-108-4-118.00 12 Plate Offsets (X,Y)-- [2:0-2-15,Edge], [4:0-2-12,0-1-15], [7:0-2-12,0-1-15], [9:0-2-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.61 0.96 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.74 0.13 (loc) 15-16 10-11 10 l/defl >999 >611 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-16,9-10: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-7 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-13, 6-13, 6-11, 3-16, 8-10 REACTIONS.(lb/size) 16=1570/0-3-8, 10=1504/Mechanical Max Horz 16=209(LC 5) Max Uplift16=-67(LC 6), 10=-34(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-860/7, 3-4=-1867/233, 4-5=-1496/232, 5-6=-1743/257, 6-7=-1498/232, 7-8=-1869/233, 8-9=-873/13, 2-16=-625/76, 9-10=-583/43 BOT CHORD 15-16=-187/1598, 14-15=-146/1724, 13-14=-146/1724, 12-13=-111/1724, 11-12=-111/1724, 10-11=-100/1604 WEBS 4-15=-17/653, 5-15=-532/188, 6-11=-531/188, 7-11=-18/654, 3-16=-1314/231, 8-10=-1278/226 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 67 lb uplift at joint 16 and 34 lb uplift at joint 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss T08 Truss Type Hip Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903758 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-MU680z1Reh4WQ83D0fFzKVv6hirk9xbbuiNKEtzUjmg Scale = 1:72.2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 8x14 MT18HS 3x6 10x10 3x6 3x8 3x6 3x4 3x4 3x4 8x14 MT18HS 3x8 3x6 10x10 3x6 9-1-6 9-1-6 18-11-8 9-10-2 28-9-10 9-10-2 37-11-0 9-1-6 -0-11-0 0-11-0 4-7-15 4-7-15 9-1-6 4-5-7 15-8-2 6-6-12 22-2-14 6-6-12 28-9-10 6-6-12 33-3-1 4-5-7 37-11-0 4-7-15 0-11-106-10-117-0-90-11-106-10-118.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [4:0-1-11,0-4-4], [8:0-1-11,0-4-4], [10: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) 0.57 0.79 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.52 0.14 (loc) 12-14 14-16 11 l/defl >999 >869 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 148 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-17,10-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-9 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-12, 3-17, 9-11 REACTIONS.(lb/size) 17=1570/0-3-8, 11=1504/Mechanical Max Horz 17=174(LC 5) Max Uplift17=-56(LC 5), 11=-52(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-588/44, 3-4=-1952/228, 4-5=-1599/223, 5-6=-2151/265, 6-7=-2151/265, 7-8=-1601/224, 8-9=-1955/228, 9-10=-627/48, 2-17=-503/90, 10-11=-459/57 BOT CHORD 16-17=-215/1576, 15-16=-248/2101, 14-15=-248/2101, 13-14=-211/2101, 12-13=-211/2101, 11-12=-105/1584 WEBS 4-16=-13/690, 5-16=-785/208, 7-12=-784/208, 8-12=-14/692, 3-17=-1516/183, 9-11=-1482/180 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 16%, joint 8 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 17 and 52 lb uplift at joint 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss T09 Truss Type Half Hip Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903759 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-rggWDJ23P_CN1IePaMmCtjRMy6MRuWWk7M7tmJzUjmf Scale = 1:29.0 1 2 3 4 7 6 5 4x6 2x4 3x4 2x4 2x4 3x4 3-5-7 3-5-7 6-0-0 2-6-9 -0-11-0 0-11-0 3-5-7 3-5-7 6-0-0 2-6-9 1-0-93-5-133-7-103-5-139.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-2-4] 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) 0.21 0.12 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 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 6-0-0 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) 5=224/Mechanical, 7=300/0-3-8 Max Horz 7=105(LC 5) Max Uplift5=-34(LC 5), 7=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-253/103 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 34 lb uplift at joint 5 and 36 lb uplift at joint 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss T10 Truss Type Half Hip Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903760 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-rggWDJ23P_CN1IePaMmCtjRJc6KHuWPk7M7tmJzUjmf Scale = 1:41.5 1 2 3 4 7 6 5 5x6 3x6 3x6 3x4 2x4 2x4 5-2-12 5-2-12 6-0-0 0-9-4 -0-11-0 0-11-0 5-2-12 5-2-12 6-0-0 0-9-4 1-0-94-9-134-11-104-9-139.00 12 Plate Offsets (X,Y)-- [3:0-3-10,Edge], [4:Edge,0-2-8], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.20 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.09 0.00 (loc) 6-7 6-7 5 l/defl >999 >747 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 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 6-0-0 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) 5=224/Mechanical, 7=300/0-3-8 Max Horz 7=145(LC 5) Max Uplift5=-43(LC 5), 7=-26(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 43 lb uplift at joint 5 and 26 lb uplift at joint 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss T11 Truss Type Common Qty 4 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903761 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-rggWDJ23P_CN1IePaMmCtjRFf6DDuP?k7M7tmJzUjmf Scale = 1:67.1 1 2 3 4 5 6 7 11 10 9 8 4x6 3x8 3x8 3x4 3x4 3x6 5x8 5x8 3x6 10-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 5-4-0 5-4-0 10-5-8 5-1-8 15-7-0 5-1-8 20-11-0 5-4-0 21-10-0 0-11-0 1-0-98-10-111-0-99.00 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) 0.68 0.65 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.03 (loc) 9-11 9-11 8 l/defl >999 >611 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=889/0-3-8, 8=889/0-3-8 Max Horz 11=211(LC 5) Max Uplift11=-64(LC 6), 8=-64(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-555/50, 3-4=-754/137, 4-5=-754/137, 5-6=-555/50, 2-11=-470/96, 6-8=-470/96 BOT CHORD 10-11=-43/680, 9-10=-43/680, 8-9=0/680 WEBS 4-9=-51/521, 3-11=-468/85, 5-8=-468/84 NOTES-(5-6) 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 64 lb uplift at joint 11 and 64 lb uplift at joint 8. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss T12 Truss Type Common Qty 3 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903762 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-JsEvQf3hAIKEfSDc84HRQw_QOWZSdsCuM0sRJlzUjme Scale = 1:67.1 1 2 3 4 5 6 10 9 8 7 4x6 3x6 3x8 3x8 3x4 3x4 3x6 5x8 5x8 10-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 5-4-0 5-4-0 10-5-8 5-1-8 15-7-0 5-1-8 20-11-0 5-4-0 1-0-98-10-111-0-99.00 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) 0.68 0.65 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.41 0.03 (loc) 8-10 7-8 7 l/defl >999 >611 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF 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) 10=890/0-3-8, 7=823/0-3-8 Max Horz 10=220(LC 5) Max Uplift10=-63(LC 6), 7=-30(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-555/51, 3-4=-757/137, 4-5=-757/137, 5-6=-567/50, 2-10=-471/96, 6-7=-428/62 BOT CHORD 9-10=-57/682, 8-9=-57/682, 7-8=-7/686 WEBS 4-8=-52/522, 3-10=-470/85, 5-7=-434/89 NOTES-(5-6) 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 63 lb uplift at joint 10 and 30 lb uplift at joint 7. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss T13 Truss Type Common Qty 2 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903763 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-JsEvQf3hAIKEfSDc84HRQw_W6Wh0d_uuM0sRJlzUjme Scale = 1:37.9 1 2 3 4 7 6 5 4x6 3x6 2x4 2x4 3x8 3x6 4-8-0 4-8-0 8-3-0 3-7-0 -0-11-0 0-11-0 4-8-0 4-8-0 8-3-0 3-7-0 1-0-94-6-91-10-59.00 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) 0.32 0.17 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 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* 4-5,2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=386/0-3-8, 5=314/Mechanical Max Horz 7=129(LC 5) Max Uplift7=-43(LC 6), 5=-13(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-277/45, 4-5=-291/46, 2-7=-350/93 NOTES-(6-7) 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 43 lb uplift at joint 7 and 13 lb uplift at joint 5. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss T14 Truss Type Common Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903764 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-n3oHe?3KxcS5Hbnoinogy8Xbaw0ZMQu1agc_rCzUjmd Scale = 1:42.7 1 2 3 4 5 8 7 6 4x6 3x4 3x4 3x8 5x6 5x6 5-11-8 5-11-8 11-11-0 5-11-8 -0-11-0 0-11-0 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-0-95-6-31-0-99.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-2-12,0-1-8] 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) 0.65 0.21 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 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=529/0-3-8, 6=529/0-3-8 Max Horz 8=-132(LC 4) Max Uplift8=-49(LC 6), 6=-49(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-475/78, 3-4=-475/78, 2-8=-470/108, 4-6=-470/108 NOTES-(5-6) 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 49 lb uplift at joint 8 and 49 lb uplift at joint 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss T15 Truss Type Common Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903765 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-n3oHe?3KxcS5Hbnoinogy8XZdw0XMQu1agc_rCzUjmd Scale = 1:42.7 1 2 3 4 7 6 5 6x6 4x6 3x4 3x4 3x8 6x6 5-11-8 5-11-8 11-11-0 5-11-8 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-0-95-6-31-0-99.00 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) 0.78 0.21 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=462/0-3-8, 5=532/0-3-8 Max Horz 7=-142(LC 4) Max Uplift7=-16(LC 6), 5=-49(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-478/78, 2-3=-479/79, 1-7=-403/71, 3-5=-473/109 BOT CHORD 6-7=-149/264 NOTES-(5-6) 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 16 lb uplift at joint 7 and 49 lb uplift at joint 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss T16 Truss Type Scissor Qty 4 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903766 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-n3oHe?3KxcS5Hbnoinogy8Xb_wsNMM_1agc_rCzUjmd Scale = 1:31.3 1 2 3 4 5 6 5x10 MT18HS 3x8 6x10 3x8 8-4-8 8-4-8 16-9-0 8-4-8 -1-0-0 1-0-0 8-4-8 8-4-8 16-9-0 8-4-8 17-9-0 1-0-0 0-3-153-1-70-3-151-4-34.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-9], [4:0-3-0,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.69 0.86 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.54 0.23 (loc) 2-6 2-6 4 l/defl >999 >364 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 43 lb FT = 20% GRIP 197/144 197/144 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 2-8-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=727/0-3-8, 4=727/0-3-8 Max Horz 2=35(LC 4) Max Uplift2=-72(LC 6), 4=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2366/253, 3-4=-2366/253 BOT CHORD 2-6=-172/2218, 4-6=-172/2218 WEBS 3-6=0/946 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 2 and 72 lb uplift at joint 4. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss TG01 Truss Type GABLE Qty 1 Ply 3 23 Bear Creek Estates Job Reference (optional) I32903767 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-70bAhi7Sl84NNNglULOrfBEPpxY91S1mkxJlWPzUjmY Scale = 1:97.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 65 66 67 57 72 64 63 34 62 75 7677 7879 80 81 82 83 84 85 86 87 88 89 3x6 4x8 3x6 5x6 10x10 4x10 8x8 3x6 6x8 4x10 8x8 3x6 8x8 5x12 4x10 4x10 6x10 3x8 3x8 3x8 3x8 3x8 3x8 3x8 5x12 3x8 5-1-13 5-1-13 10-0-3 4-10-5 14-10-8 4-10-5 19-8-13 4-10-5 24-7-3 4-10-5 29-9-0 5-1-13 -0-11-0 0-11-0 5-1-13 5-1-13 10-0-3 4-10-5 14-10-8 4-10-5 19-8-13 4-10-5 24-7-3 4-10-5 29-9-0 5-1-13 30-8-0 0-11-0 1-0-90-4-512-2-71-0-90-4-59.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-2-8], [12:0-4-10,0-3-0], [15:0-3-8,0-3-0], [16:0-4-0,0-4-12], [19:0-3-8,0-4-4], [20:0-3-8,0-4-8], [21:0-6-8,0-2-8], [34:0-2-0,0-1-4], [39:0-2-0,0-0-9], [57:0-4-0,0-2-0], [70:0-2-0,0-0-1] 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) 0.88 0.95 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.45 0.08 (loc) 17-19 17-19 14 l/defl >999 >785 n/a L/d 240 180 n/a PLATES MT20 Weight: 1118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 *Except* 14-18: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 7-17,8-17,8-16,6-17,6-19,2-20,12-15: 2x4 SPF No.2 10-16,10-15,5-19,5-20: 2x4 SPF-S Stud, 2-21,12-14: 2x6 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 34, 57, 64, 66 REACTIONS.(lb/size) 21=12987/0-3-8, 14=10827/0-3-8 Max Horz 21=-286(LC 3) Max Uplift21=-796(LC 5), 14=-1081(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-15008/939, 3-4=-14879/877, 4-5=-14799/891, 5-6=-13292/898, 6-7=-10319/829, 7-8=-10320/830, 8-9=-13103/1096, 9-10=-13208/1077, 10-11=-14672/1467, 11-12=-14773/1496, 2-21=-10591/709, 12-14=-10708/1134 BOT CHORD 21-75=-403/3263, 75-76=-403/3263, 76-77=-403/3263, 77-78=-403/3263, 20-78=-403/3263, 20-79=-799/11973, 79-80=-799/11973, 80-81=-799/11973, 81-82=-799/11973, 19-82=-799/11973, 19-83=-709/10927, 83-84=-709/10927, 84-85=-709/10927, 18-85=-709/10927, 17-18=-709/10927, 17-86=-816/10857, 86-87=-816/10857, 16-87=-816/10857, 16-88=-1140/11784, 88-89=-1140/11784, 15-89=-1140/11784, 14-15=-74/1603 WEBS 17-65=-892/11929, 7-65=-892/11929, 17-66=-4454/654, 8-66=-4493/658, 16-67=-635/5319, 8-67=-635/5319, 16-57=-1374/512, 10-57=-1497/538, 15-72=-549/1698, 10-72=-549/1698, 6-64=-4629/349, 17-64=-4591/346, 19-63=-254/5488, 6-63=-254/5488, 5-34=-1654/135, 19-34=-1533/126, 20-62=-53/1870, 5-62=-53/1870, 2-20=-557/8784, 12-15=-1075/10260, 34-63=-334/104, 63-64=-348/107, 64-65=-424/114, 65-66=-423/115, 66-67=-346/107, 57-67=-325/108 NOTES-(13-14) 1) N/A 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 8-16 2x4 - 1 row at 0-7-0 oc, member 5-20 2x4 - 2 rows staggered at 0-6-0 oc, 2x3 - 1 row at 0-9-0 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) 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.Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGERMANUFACTURER SPECIFICATIONS. 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. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss TG01 Truss Type GABLE Qty 1 Ply 3 23 Bear Creek Estates Job Reference (optional) I32903767 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:39 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-70bAhi7Sl84NNNglULOrfBEPpxY91S1mkxJlWPzUjmY NOTES-(13-14) 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Bearing at joint(s) 21, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 796 lb uplift at joint 21 and 1081 lb uplift at joint 14. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 82 lb down and 73 lb up at 1-7-8 on top chord, and 1487 lb down and 57 lb up at 0-10-12, 2 lb down and 18 lb up at 1-7-8, 1484 lb down and 58 lb up at 2-10-12, 2 lb down and 18 lb up at 3-9-4, 1484 lb down and 58 lb up at 4-10-12, 2 lb down and 18 lb up at 5-9-4, 1484 lb down and 58 lb up at 6-10-12, 2 lb down and 18 lb up at 7-9-4, 1484 lb down and 58 lb up at 8-10-12, 2 lb down and 18 lb up at 9-9-4, 1484 lb down and 58 lb up at 10-10-12, 2 lb down and 18 lb up at 11-9-4, 1484 lb down and 58 lb up at 12-3-8, 1484 lb down and 58 lb up at 13-8-4, 2 lb down and 18 lb up at 13-9-4, 1484 lb down and 58 lb up at 15-8-4, 2 lb down and 18 lb up at 15-9-4, 1484 lb down and 57 lb up at 17-8-4, 2 lb down and 18 lb up at 17-9-4, 1484 lb down and 46 lb up at 19-8-4, and 1484 lb down and 64 lb up at 21-8-4, and 3535 lb down and 859 lb up at 23-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-7=-60, 7-12=-60, 12-13=-60, 14-21=-20 Concentrated Loads (lb) Vert: 18=-1483(F=1, B=-1484) 16=-1484(B) 19=1(F) 20=-1484(B) 75=-1487(B) 76=3(F) 77=-1484(B) 78=1(F) 79=1(F) 80=-1484(B) 81=1(F) 82=-1484(B) 83=-1484(B) 84=1(F) 85=-1484(B) 86=-1483(F=1, B=-1484) 87=-1483(F=1, B=-1484) 88=-1484(B) 89=-3535(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 23_BEAR_CREEK_ESTATES Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 23 Bear Creek Estates Job Reference (optional) I32903768 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-cD9Yu284WRCE?WFy22v4CPmgqLwrmw8wzb3J2rzUjmX Scale = 1:70.2 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 1324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 5x6 3x6 5x8 3x6 3x6 2x4 3x16 MT18HS4x6 8x8 5x12 5x8 6x8 8x10 3x8 2x4 5x8 6x6 3x6 3x8 10x10 2-3-8 2-3-8 6-10-6 4-6-14 13-4-8 6-6-2 19-3-10 5-11-2 25-1-8 5-9-14 31-0-10 5-11-2 37-11-0 6-10-6 -0-11-0 0-11-0 1-3-0 1-3-0 2-3-8 1-0-8 6-10-6 4-6-14 13-4-8 6-6-2 19-3-10 5-11-2 25-1-8 5-9-14 31-0-10 5-11-2 37-11-0 6-10-6 38-10-0 0-11-0 0-11-105-6-90-11-100-8-05-6-98.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-3], [10:0-5-12,0-2-0], [13:Edge,0-8-4], [14:0-2-8,0-3-0], [17:0-2-8,0-3-0], [19:0-7-0,Edge], [21:0-5-8,0-1-4] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.79 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.63 0.21 (loc) 17-18 17-18 13 l/defl >999 >713 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 322 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 22-23: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-22,6-18,17-19: 2x4 SPF No.2, 2-23,11-13: 2x4 SPF 2100F 1.8E 3-23,11-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-0 max.): 5-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-20 REACTIONS.(lb/size) 23=3525/0-3-8, 13=3523/0-3-8 Max Horz 23=-132(LC 11) Max Uplift23=-682(LC 4), 13=-678(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-823/182, 3-4=-5343/1143, 4-5=-5408/1201, 5-6=-4525/1039, 6-7=-6993/1637, 7-8=-5812/1352, 8-9=-5812/1352, 9-10=-5813/1352, 10-11=-4771/1030, 2-23=-876/202, 11-13=-3168/659 BOT CHORD 22-23=-572/2303, 21-24=-1109/4756, 24-25=-1109/4756, 20-25=-1109/4756, 20-26=-1661/7033, 26-27=-1662/7039, 27-28=-1663/7045, 19-28=-1664/7051, 18-29=-63/268, 29-30=-63/268, 30-31=-63/268, 17-31=-63/268, 17-32=-1536/6605, 16-32=-1536/6605, 16-33=-1536/6605, 15-33=-1536/6605, 15-34=-780/3873, 34-35=-780/3873, 35-36=-780/3873, 14-36=-780/3873, 14-37=-215/1132, 37-38=-215/1132, 38-39=-215/1132, 13-39=-215/1132 WEBS 21-22=-552/2254, 6-19=-315/1430, 3-22=-2309/588, 3-21=-981/4255, 4-20=-304/193, 5-20=-543/2574, 6-20=-3122/825, 17-19=-1488/6401, 7-19=-144/510, 7-17=-81/317, 7-15=-1095/295, 9-15=-355/167, 10-15=-717/2652, 10-14=-80/494, 3-23=-3181/633, 11-14=-764/2788 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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 682 lb uplift at joint 23 and 678 lb uplift at joint 13. 9) 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. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 23 Bear Creek Estates Job Reference (optional) I32903768 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:40 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-cD9Yu284WRCE?WFy22v4CPmgqLwrmw8wzb3J2rzUjmX NOTES-(11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb down and 44 lb up at 2-3-8, 206 lb down and 46 lb up at 4-0-12, 206 lb down and 55 lb up at 6-0-12, 206 lb down and 66 lb up at 7-9-12, 206 lb down and 66 lb up at 9-9-12, 206 lb down and 66 lb up at 11-9-12, 206 lb down and 66 lb up at 13-6-4, 206 lb down and 66 lb up at 15-9-12, 206 lb down and 66 lb up at 17-9-12, 206 lb down and 66 lb up at 18-11-8, 206 lb down and 66 lb up at 20-1-4, 206 lb down and 66 lb up at 22-1-4, 206 lb down and 66 lb up at 24-1-4, 206 lb down and 66 lb up at 26-1-4, 206 lb down and 66 lb up at 28-1-4, 206 lb down and 66 lb up at 30-1-4, 204 lb down and 55 lb up at 31-10-4, and 206 lb down and 46 lb up at 33-10-4, and 205 lb down and 44 lb up at 35-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-10=-60, 10-11=-60, 11-12=-60, 22-23=-20, 19-21=-20, 13-18=-20 Concentrated Loads (lb) Vert: 16=-206(F) 22=-205(F) 19=-206(F) 24=-206(F) 25=-206(F) 26=-206(F) 27=-206(F) 28=-206(F) 29=-206(F) 30=-206(F) 31=-206(F) 32=-206(F) 33=-206(F) 34=-206(F) 35=-206(F) 36=-206(F) 37=-204(F) 38=-206(F) 39=-205(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 23_BEAR_CREEK_ESTATES Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 2 23 Bear Creek Estates Job Reference (optional) I32903769 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-4Pjw6O9jHlK5cgq8clQJkcJoQkJ3VNe3BFosbIzUjmW Scale = 1:68.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 6x6 3x6 3x4 4x6 10x10 4x8 5x8 3x8 2x4 2x4 4x10 2x4 4x10 3x6 4x8 6-10-6 6-10-6 14-8-7 7-10-0 22-4-11 7-8-4 30-0-15 7-8-4 37-11-0 7-10-0 -0-11-0 0-11-0 6-10-6 6-10-6 14-8-7 7-10-0 22-4-11 7-8-4 30-0-15 7-8-4 37-11-0 7-10-0 0-11-105-4-115-6-95-4-118.00 12 Plate Offsets (X,Y)-- [3:0-3-3,Edge], [17:0-5-0,0-9-2] 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) 0.68 0.60 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.48 0.10 (loc) 13-15 13-15 10 l/defl >999 >932 n/a L/d 240 180 n/a PLATES MT20 Weight: 409 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* 4-16,4-13,7-13,7-10: 2x4 SPF No.2, 2-17: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-4 max.): 3-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-10 REACTIONS.(lb/size) 10=3548/Mechanical, 17=3436/0-3-8 Max Horz 17=159(LC 4) Max Uplift10=-845(LC 3), 17=-623(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4697/950, 3-4=-3895/834, 4-5=-6386/1514, 5-6=-6386/1514, 6-7=-6386/1514, 2-17=-3047/597 BOT CHORD 17-18=-349/1400, 18-19=-349/1400, 19-20=-349/1400, 16-20=-349/1400, 16-21=-1387/6290, 21-22=-1387/6290, 22-23=-1387/6290, 23-24=-1387/6290, 15-24=-1387/6290, 14-15=-1387/6290, 14-25=-1387/6290, 25-26=-1387/6290, 26-27=-1387/6290, 13-27=-1387/6290, 12-13=-989/4415, 12-28=-989/4415, 28-29=-989/4415, 11-29=-989/4415, 11-30=-989/4415, 30-31=-989/4415, 31-32=-989/4415, 32-33=-989/4415, 10-33=-989/4415 WEBS 3-16=-466/2155, 4-16=-2921/794, 4-15=-174/989, 6-13=-449/179, 7-13=-512/2353, 7-11=-191/1053, 7-10=-5153/1208, 2-16=-681/2488 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 845 lb uplift at joint 10 and 623 lb uplift at joint 17. 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) 201 lb down and 43 lb up at 2-0-12, 204 lb down and 46 lb up at 4-0-12, 204 lb down and 55 lb up at 6-0-12, 206 lb down and 66 lb up at 7-9-12, 206 lb down and 66 lb up at 9-9-12, 206 lb down and 66 lb up at 11-9-12, 206 lb down and 66 lb up at 13-9-12, 206 lb down and 66 lb up at 15-9-12, 206 lb down and 66 lb up at 17-9-12, 206 lb down and 66 lb up at 19-9-12, 206 lb down and 66 lb up at 21-9-12, 206 lb down and 66 lb up at 23-9-12, 206 lb down and 66 lb up at 25-9-12, 206 lb down and 66 lb up at 27-9-12, 206 lb down and 66 lb up at 29-9-12, 206 lb down and 66 lb up at 31-9-12, 206 lb down and 66 lb up at 33-9-12, and 206 lb down and 66 lb up at 35-9-12, and 208 lb down and 65 lb up at 36-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.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. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 2 23 Bear Creek Estates Job Reference (optional) I32903769 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:41 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-4Pjw6O9jHlK5cgq8clQJkcJoQkJ3VNe3BFosbIzUjmW 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-9=-60, 10-17=-20 Concentrated Loads (lb) Vert: 14=-206(B) 11=-206(B) 12=-206(B) 18=-201(B) 19=-204(B) 20=-204(B) 21=-206(B) 22=-206(B) 23=-206(B) 24=-206(B) 25=-206(B) 26=-206(B) 27=-206(B) 28=-206(B) 29=-206(B) 30=-206(B) 31=-206(B) 32=-206(B) 33=-208(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 23_BEAR_CREEK_ESTATES Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903770 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-YbHIJk9L23SyEqPKATyYHqs048n9E2NCQvYP7kzUjmV Scale = 1:20.0 1 2 3 4 7 6 58 4x8 3x4 4x6 3x4 2x4 2x4 1-8-2 1-8-2 6-0-0 4-3-14 -0-11-0 0-11-0 1-8-2 1-8-2 6-0-0 4-3-14 1-0-92-1-132-3-102-1-139.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-4] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 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 6-0-0 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) 5=221/Mechanical, 7=296/0-3-8 Max Horz 7=62(LC 4) Max Uplift5=-27(LC 4), 7=-39(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; 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 27 lb uplift at joint 5 and 39 lb uplift at joint 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 18 lb up at 1-8-2 on top chord, and 2 lb up at 1-8-2, and 2 lb down and 0 lb up at 2-0-12, and 2 lb down and 0 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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: 6=2(F) 8=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. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss V01 Truss Type GABLE Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903771 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-YbHIJk9L23SyEqPKATyYHqs1q8igE_eCQvYP7kzUjmV Scale = 1:81.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 2x4 2x4 2x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 21-10-8 21-10-8 13-3-0 13-3-0 21-10-8 8-7-8 0-0-49-11-43-5-109.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [5:0-1-14,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) 0.38 0.39 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 5-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-14: 2x4 SPF-S Stud 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. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 21-10-8. (lb) - Max Horz 1=263(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 1 except 9=-102(LC 2), 15=-128(LC 6), 11=-104(LC 7), 10=-133(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 1 except 12=317(LC 1), 13=295(LC 10), 15=415(LC 1), 11=344(LC 11), 10=294(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-264/239 WEBS 2-15=-282/167, 6-11=-263/154 NOTES-(6-7) 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) 12, 13, 1 except (jt=lb) 9=102, 15=128, 11=104, 10=133. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss V02 Truss Type GABLE Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903772 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-0orhX3AzpMaps__XjATnp1OF9Y6szTYMfZHzfAzUjmU Scale = 1:70.7 1 2 3 4 5 6 7 14 13 12 11 10 9 83x4 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-1-3 20-1-3 11-5-11 11-5-11 20-1-3 8-7-8 0-0-48-7-42-1-109.00 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 0.13 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-13: 2x4 SPF-S Stud 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. WEBS 1 Row at midpt 4-11 REACTIONS.All bearings 20-1-3. (lb) - Max Horz 1=215(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 12, 14 except 10=-101(LC 7), 9=-166(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 11=296(LC 1), 12=334(LC 10), 14=311(LC 1), 10=340(LC 11), 9=294(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-254/149, 5-10=-258/150 NOTES-(6-7) 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, 8, 12, 14 except (jt=lb) 10=101, 9=166. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss V03 Truss Type GABLE Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903773 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-0orhX3AzpMaps__XjATnp1OCsY2qzSEMfZHzfAzUjmU Scale = 1:59.0 1 2 3 4 5 10 9 8 7 64x6 4x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 18-3-14 18-3-14 9-8-6 9-8-6 18-3-14 8-7-8 0-0-47-3-40-9-109.00 12 Plate Offsets (X,Y)-- [1:0-1-9,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) 0.36 0.39 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 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.All bearings 18-3-14. (lb) - Max Horz 1=170(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 8 except 10=-138(LC 6), 7=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 6, 8 except 1=254(LC 1), 10=456(LC 10), 7=385(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-10=-339/187, 4-7=-290/174 NOTES-(6-7) 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, 6, 8 except (jt=lb) 10=138, 7=127. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss V04 Truss Type GABLE Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903774 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-U_O3kPBbagigU8YjHu_0MFxO8ySEiwGVuD1WCczUjmT Scale = 1:46.7 1 2 3 4 5 8 7 63x6 6x6 3x6 2x4 2x4 2x4 2x4 2x4 15-10-1 15-10-1 7-11-0 7-11-0 15-10-1 7-11-0 0-0-45-11-40-0-49.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.13 0.15 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: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-10-1. (lb) - Max Horz 1=-132(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-106(LC 6), 6=-106(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=252(LC 1), 8=345(LC 10), 6=345(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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 except (jt=lb) 8=106 , 6=106. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss V05 Truss Type GABLE Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903775 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-U_O3kPBbagigU8YjHu_0MFxOOySlix9VuD1WCczUjmT Scale = 1:36.9 1 2 3 4 5 8 7 63x4 6x6 3x4 2x4 2x4 2x4 2x4 2x4 12-3-6 12-3-6 6-1-11 6-1-11 12-3-6 6-1-11 0-0-44-7-40-0-49.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.09 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-3-6. (lb) - Max Horz 1=101(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=272(LC 1), 8=279(LC 10), 6=279(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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, 5, 8, 6. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss V06 Truss Type Valley Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903776 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-U_O3kPBbagigU8YjHu_0MFxKkyOwiyjVuD1WCczUjmT Scale = 1:27.6 1 2 3 42x4 3x4 2x4 1.5x4 0-0-5 0-0-5 8-8-11 8-8-6 4-4-6 4-4-6 8-8-11 4-4-6 0-0-43-3-40-0-49.00 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) 0.55 0.34 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 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=179/8-8-1, 3=179/8-8-1, 4=290/8-8-1 Max Horz 1=-71(LC 4) Max Uplift1=-26(LC 6), 3=-32(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 2,2018 Job 23_BEAR_CREEK_ESTATES Truss V07 Truss Type GABLE Qty 1 Ply 1 23 Bear Creek Estates Job Reference (optional) I32903777 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 02 14:47:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:763nEdINYuPRN5GM9ttDICzZlDf-yAyRylCDL_qX5I7vrbVFvSUbLMolRPSf6tm3k3zUjmS Scale = 1:17.8 1 2 3 4 2x4 3x4 2x4 2x4 5-2-1 5-2-1 2-7-0 2-7-0 5-2-1 2-7-0 0-0-41-11-40-0-49.00 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) 0.17 0.11 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 5-2-1 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=100/5-2-1, 3=100/5-2-1, 4=163/5-2-1 Max Horz 1=-40(LC 4) Max Uplift1=-15(LC 6), 3=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 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.