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HomeMy WebLinkAboutOBF-086 Seal Truss Drawings16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: 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). June 13,2019 Liu, Xuegang Pages or sheets covered by this seal: I37422573 thru I37422613 My license renewal date for the state of Indiana is July 31, 2020. B19901797 FISCHER OBF-086 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 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 Component available 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 B19901797 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422573 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:21 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-JHdRkqxgldtnbTiGNwsTne3ga1feWfYo?x?8Xkz6miu Scale = 1:17.8 1 2 3 4 7 6 5 8 9 2x4 3x4 2x4 2x4 3-1-2 3-0-8 -2-0-3 2-0-3 3-1-2 3-1-2 1-2-02-8-102-11-86.95 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.34 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=271/0-5-12, 6=78/Mechanical Max Horz 7=92(LC 10) Max Uplift 7=-108(LC 5), 6=-57(LC 4) Max Grav 7=271(LC 1), 6=85(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 7=108. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 27 lb up at 1-11-1 on top chord, and 24 lb down and 42 lb up at 1-11-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 9=-24(F) June 13,2019 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 Component available 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 B19901797 Truss GE01 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422574 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:23 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-FfkC9WyxHE7VqnseVLuxs383mrKz_YX5TFUFbdz6mis Scale = 1:72.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 40-0-0 40-0-0 -1-0-0 1-0-0 15-6-0 15-6-0 24-6-0 9-0-0 40-0-0 15-6-0 41-0-0 1-0-0 0-8-010-9-1111-0-00-8-010-9-118.00 12 Plate Offsets (X,Y)-- [15:0-3-0,Edge], [23:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.17 0.07 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 37 37 38 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 310 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 2x4 SPF-S Stud *Except* 19-54,18-55,17-56,16-57,14-58,13-60,12-61,20-53,21-52,22-51,24-50 ,25-48,26-47: 2x4 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.): 15-23. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 19-54, 18-55, 17-56, 16-57, 14-58, 13-60, 12-61, 20-53, 21-52, 22-51, 24-50, 25-48, 26-47 REACTIONS.All bearings 40-0-0. (lb) - Max Horz 70=-253(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 38, 54, 55, 56, 57, 58, 60, 61, 62, 63, 64, 65, 66, 67, 68, 53, 52, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39 except 70=-141(LC 4), 69=-110(LC 5) Max Grav All reactions 250 lb or less at joint(s) 70, 38, 54, 55, 56, 57, 58, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 53, 52, 51, 50, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 38, 54, 55, 56, 57, 58, 60, 61, 62, 63, 64, 65, 66, 67, 68, 53, 52, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39 except (jt=lb) 70=141, 69=110. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).June 13,2019 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 Component available 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 B19901797 Truss GE01A Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422575 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:24 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-jsIaMszZ2YFMSwRr22PAOGh29ETHjvgEhvEp73z6mir Scale = 1:75.9 1 2 3 4 5 6 7 14 13 12 11 10 9 83435 4x6 4x8 5x8 4x8 4x8 4x8 4-10-114-11-0 9-11-0 9-11-0 19-10-0 9-11-0 -1-0-0 1-0-0 5-0-12 5-0-12 9-11-0 4-10-4 14-9-4 4-10-4 19-10-0 5-0-12 20-10-0 1-0-0 2-0-011-11-02-0-012.00 12 Plate Offsets (X,Y)-- [2:0-4-15,Edge], [6:0-4-15,Edge], [8:0-3-8,Edge], [13:0-4-0,0-3-0], [17:0-1-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.96 0.96 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.45 -0.88 0.02 (loc) 13-14 13-14 8 l/defl >388 >201 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13,2-14,6-8: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 8-9. WEBS 1 Row at midpt 5-13, 3-13 REACTIONS.All bearings 7-2-8 except (jt=length) 14=0-3-8. (lb) - Max Horz 14=-292(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 12 except 8=-129(LC 6), 11=-340(LC 1), 9=-319(LC 1) Max Grav All reactions 250 lb or less at joint(s) 11, 10, 9 except 8=984(LC 1), 14=923(LC 1), 12=396(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-747/165, 3-4=-559/223, 4-5=-559/223, 5-6=-747/166, 2-14=-702/191, 6-8=-701/189 BOT CHORD 13-14=-155/417, 12-13=-18/417, 11-12=-18/417, 10-11=-18/417, 9-10=-18/417, 8-9=-18/417 WEBS 4-13=-207/391 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 8%, joint 6 = 8% 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 12 except (jt=lb) 8=129, 11=340, 9=319. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss GE01B Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422576 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:26 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-fEQKnX_pa9V4hEaDATReUhmR?29kBhNX9DjvCyz6mip Scale = 1:71.8 1 2 3 4 5 6 7 8 9 10 11 12 1314 20 19 18 17 16 15 3x6 5x6 6x6 3x6 6x8 3x6 3x6 5x8 3x6 3x6 3x8 4x8 6x8 3x6 5x6 4x6 2-5-4 23-2-1 2-0 - 1 3 3-5-4 8-8-0 8-8-0 18-3-6 9-7-6 25-7-0 7-3-10 32-8-4 7-1-4 40-0-0 7-3-12 -1-0-0 1-0-0 6-4-10 6-4-10 12-6-12 6-2-2 18-3-6 5-8-10 24-0-0 5-8-10 25-7-0 1-7-0 32-8-4 7-1-4 40-0-0 7-3-12 41-0-0 1-0-0 0-8-09-0-811-4-00-8-02-3-811-4-08.00 12 Plate Offsets (X,Y)-- [4:0-0-1,0-0-1], [6:0-3-12,0-2-0], [8:0-3-12,0-2-0], [13:0-3-13,Edge], [15:0-2-8,0-2-0], [17:0-2-4,Edge], [21:0-3-0,0-1-8], [22:0-1-9,0-1-0], [24:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.75 0.89 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.57 0.18 (loc) 18-20 18-20 13 l/defl >999 >849 n/a L/d 240 180 n/a PLATES MT20 Weight: 220 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 9-16,6-20,6-18,7-18,8-18,8-17: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins, except 2-0-0 oc purlins (4-2-11 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-16, 7-18 REACTIONS.(lb/size)2=1533/0-3-8, 13=1532/0-3-8 Max Horz 2=-245(LC 4) Max Uplift 2=-146(LC 6), 13=-172(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2186/318, 4-6=-2057/368, 6-7=-1711/344, 7-8=-1711/344, 8-9=-2226/461, 9-11=-2264/357, 11-13=-2179/310 BOT CHORD 2-20=-177/1747, 18-20=-126/1453, 17-18=-8/1618, 13-15=-142/1733 WEBS 9-17=-311/198, 4-20=-267/203, 6-20=-80/450, 6-18=-138/577, 7-18=-354/191, 8-18=-148/323, 8-17=-217/967, 15-17=-151/1805, 11-15=-422/135 NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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 2x4 MT20 unless otherwise indicated. 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) except (jt=lb) 2=146, 13=172. 9) N/A 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss GE01C Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422577 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:26 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-fEQKnX_pa9V4hEaDATReUhmXT2K5Bo9X9DjvCyz6mip Scale = 1:54.2 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x4 3x6 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-11-0 12-11-0 -1-0-0 1-0-0 6-5-8 6-5-8 12-11-0 6-5-8 13-11-0 1-0-0 2-0-08-5-82-0-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.33 0.17 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 86 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-11-0. (lb) - Max Horz 24=-212(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-274(LC 4), 14=-264(LC 5), 23=-250(LC 5), 15=-242(LC 4) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 20, 21, 22, 18, 17, 16, 15 except 19=290(LC 7), 23=251(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-22/272, 6-7=-25/293, 7-8=-25/293, 8-9=-22/272 WEBS 7-19=-344/0 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=274, 14=264, 23=250, 15=242. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss GE01D Truss Type Common Structural Gable Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422578 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:27 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-8R_i?t?RLTdxJO9PkByt0vJmOSiZwN8hOsSTkOz6mio Scale = 1:40.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4x6 3x4 3x6 3x4 22-0-0 22-0-0 -1-0-0 1-0-0 11-0-0 11-0-0 22-0-0 11-0-0 23-0-0 1-0-0 0-6-06-0-00-6-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.06 0.02 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 19 19 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-0-0. (lb) - Max Horz 2=-61(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 29, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 28, 29, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 29, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss GE01E Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422579 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:28 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-cdY5CD036mlnwYkcHuU6Z6rv6s1zfoRqcWC0Gqz6min Scale = 1:38.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 9-0-0 1-0-0 1-2-05-10-01-2-014.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.19 0.08 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 45 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 16=-148(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 12 except 16=-117(LC 4), 10=-107(LC 5), 15=-122(LC 5), 11=-117(LC 4) 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. WEBS 5-13=-253/0 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 12 except (jt=lb) 16=117, 10=107, 15=122, 11=117. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss GE02 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422580 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:28 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-cdY5CD036mlnwYkcHuU6Z6rxis2yfqHqcWC0Gqz6min Scale: 1"=1' 1 2 3 5 4 3x6 2x4 2x4 -0-8-0 0-8-0 0-10-8 0-10-8 0-9-51-9-914.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-12], [5:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.09 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=96/0-10-8, 4=-9/0-10-8 Max Horz 5=47(LC 5) Max Uplift 5=-36(LC 6), 4=-38(LC 5) Max Grav 5=96(LC 1), 4=42(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss GE03 Truss Type VALLEY Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422581 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:29 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-4p6TQZ1it4teYiJorc?L5KO6dFOsOG7_rAxZpHz6mim Scale = 1:16.9 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 3-9-13 3-9-13 2-4-13 2-4-13 3-9-13 1-5-0 0-0-42-9-101-1-1314.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-P 0.08 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=73/3-9-13, 4=40/3-9-13, 5=135/3-9-13 Max Horz 1=70(LC 5) Max Uplift 1=-35(LC 7), 4=-46(LC 7), 5=-34(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss GE04 Truss Type GABLE Qty 2 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422582 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:29 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-4p6TQZ1it4teYiJorc?L5KO4tFMyOGW_rAxZpHz6mim Scale = 1:11.0 1 2 3 4 2x4 2x4 2x4 -1-0-0 1-0-0 3-11-8 3-11-8 0-4-01-7-134.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-P 0.19 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=134/3-11-8, 2=202/3-11-8 Max Horz 2=49(LC 5) Max Uplift 4=-18(LC 6), 2=-57(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss GE05 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422583 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:30 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-Y0frdv2KeO?VAsu_PJWaeXxDFfi87jv74qh7Ljz6mil Scale = 1:38.2 1 2 3 4 5 6 11 10 9 8 7 3x4 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 5-0-0 5-0-0 1-2-07-0-014.00 12 Plate Offsets (X,Y)-- [7:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.34 0.16 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 33 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-0-0. (lb) - Max Horz 11=210(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9 except 11=-201(LC 4), 10=-245(LC 6) Max Grav All reactions 250 lb or less at joint(s) 7, 8, 9, 10 except 11=336(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-262/170 NOTES-(9-12) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 9 except (jt=lb) 11=201, 10=245. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss GE06 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422584 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:30 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-Y0frdv2KeO?VAsu_PJWaeXxEtfjt7i874qh7Ljz6mil Scale = 1:58.8 1 2 3 4 5 6 7 8 14 13 12 11 10 92x4 4x6 3x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-3-1 9-3-1 7-4-1 7-4-1 9-3-1 1-11-0 0-0-48-6-136-4-014.00 12 Plate Offsets (X,Y)-- [6:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.30 0.11 0.10 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: 62 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS.All bearings 9-3-1. (lb) - Max Horz 1=267(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 12, 13, 14 except 1=-126(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 10, 11, 12, 13, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-305/193 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 11, 12, 13, 14 except (jt=lb) 1=126. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss J01 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422585 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:31 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-0CDDrF2yPh8Mo?TBz01pBlTNf31BsA0GJURgt9z6mik Scale = 1:17.8 1 2 3 4 6 578 3x4 3x4 3x4 3x4 3x6 1-6-14 1-6-14 5-0-0 3-5-2 -1-0-0 1-0-0 1-6-14 1-6-14 5-0-0 3-5-2 1-2-02-10-123-0-02-7-40-3-82-10-1214.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-0-0], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.37 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.08 -0.00 (loc) 5-6 5-6 5 l/defl >999 >732 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=315/0-3-8, 5=238/0-1-8 Max Horz 6=94(LC 4) Max Uplift 6=-110(LC 5), 5=-89(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=110. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 71 lb up at 1-6-14, and 88 lb down and 38 lb up at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 7=-55(F) 8=-88(F) June 13,2019 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 Component available 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 B19901797 Truss J02 Truss Type JACK-CLOSED Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422586 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:31 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-0CDDrF2yPh8Mo?TBz01pBlTOO32ssA0GJURgt9z6mik Scale = 1:24.6 1 2 3 4 6 5 3x4 3x4 3x4 3x4 3x4 2-8-9 2-8-9 5-0-0 2-3-7 -1-0-0 1-0-0 2-8-9 2-8-9 5-0-0 2-3-7 1-2-04-2-34-4-03-10-110-3-84-2-314.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.32 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=244/0-3-8, 5=167/0-1-8 Max Horz 6=133(LC 5) Max Uplift 6=-38(LC 6), 5=-64(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss J03 Truss Type JACK-CLOSED Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422587 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:32 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-UOnb2b3aA?GDP92NWkY2jy0YhTNAbdGQX8AEQbz6mij Scale = 1:31.4 1 2 3 4 6 53x4 3x4 3x4 3x4 3x4 3-10-5 3-10-5 5-0-0 1-1-11 -1-0-0 1-0-0 3-10-5 3-10-5 5-0-0 1-1-11 1-2-05-6-35-8-05-2-110-3-85-6-314.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.35 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=244/0-3-8, 5=167/0-1-8 Max Horz 6=173(LC 5) Max Uplift 6=-22(LC 6), 5=-92(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss J04 Truss Type JACK-CLOSED Qty 16 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422588 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:32 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-UOnb2b3aA?GDP92NWkY2jy0W0TMcbdGQX8AEQbz6mij Scale = 1:38.2 1 2 3 5 4 3x6 3x4 3x6 3x4 -1-0-0 1-0-0 5-0-0 5-0-0 1-2-07-0-06-8-80-3-87-0-014.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.46 0.22 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 >983 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=244/0-3-8, 4=167/0-1-8 Max Horz 5=210(LC 5) Max Uplift 5=-48(LC 4), 4=-126(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=126. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss J05 Truss Type JACK-CLOSED Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422589 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:33 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-yaL_Fx4CwJO41JdZ4R3IGAZnQtlOK4WZmowny2z6mii Scale = 1:18.0 1 2 3 5 4 3x6 2x4 2x4 3-6-0 3-6-0 -1-0-0 1-0-0 3-6-0 3-6-0 0-8-03-0-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.09 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=192/0-3-8, 4=108/Mechanical Max Horz 5=87(LC 5) Max Uplift 5=-48(LC 6), 4=-26(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422590 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:33 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-yaL_Fx4CwJO41JdZ4R3IGAZn3tlqK4WZmowny2z6mii Scale = 1:15.0 1 2 3 7 6 4 5 3x6 2x4 2x4 2-7-2 2-7-2 -1-0-0 1-0-0 2-7-2 2-7-2 0-8-02-0-12-4-121-11-92-4-128.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-R 0.12 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=165/0-3-8, 4=32/Mechanical, 5=42/Mechanical Max Horz 7=117(LC 6) Max Uplift 7=-25(LC 6), 4=-8(LC 6), 5=-32(LC 6) Max Grav 7=165(LC 1), 4=34(LC 2), 5=42(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4, 5. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss M01 Truss Type MONO TRUSS Qty 5 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422591 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:34 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-QnvMTG5qhcWxfTBme9aXoN5x1G3I3Xmj?SfKUUz6mih Scale = 1:11.0 1 2 3 42x4 2x4 2x4 3-11-8 3-11-8 -1-0-0 1-0-0 3-11-8 3-11-8 0-4-01-7-131-4-50-3-81-7-134.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-P 0.17 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=207/0-3-8, 4=126/0-1-8 Max Horz 2=49(LC 5) Max Uplift 2=-62(LC 4), 4=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss PB01 Truss Type GABLE Qty 2 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422592 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:34 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-QnvMTG5qhcWxfTBme9aXoN5tSG3O3Wjj?SfKUUz6mih Scale = 1:24.6 2 3 4 6 1 5 4x6 3x6 3x6 2x4 11-5-4 11-5-4 5-8-10 5-8-10 11-5-4 5-8-10 -0-0-43-9-83-9-120-1-00-1-88.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-1-8], [4:0-2-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.40 0.14 0.07 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: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-5-4. (lb) - Max Horz 1=-84(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 1=-345(LC 10), 5=-345(LC 11), 2=-201(LC 6), 4=-189(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=593(LC 10), 4=593(LC 11), 6=300(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 1, 345 lb uplift at joint 5, 201 lb uplift at joint 2 and 189 lb uplift at joint 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss PB02 Truss Type GABLE Qty 8 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422593 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:35 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-vzTkgc5SSweoGdmyCs6mLbe6rgQ?o_XsD6Pu0wz6mig Scale = 1:19.3 2 3 4 6 1 5 4x6 2x4 2x4 2x4 8-0-0 8-0-0 4-0-0 4-0-0 8-0-0 4-0-0 -0-0-42-7-122-8-00-1-00-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-P 0.16 0.12 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 1=57(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 1=-130(LC 1), 5=-130(LC 1), 2=-151(LC 6), 4=-142(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=309(LC 1), 4=309(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 1, 130 lb uplift at joint 5, 151 lb uplift at joint 2 and 142 lb uplift at joint 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss PB03 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422594 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:36 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-N916uy65DEmfunL8lad?uoBIN4mBXRr?Sm8RZNz6mif Scale = 1:16.6 2 3 4 5 6 8 1 7 3x4 3x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 3-2-6 3-2-6 4-9-10 1-7-4 8-0-0 3-2-6 -0-0-41-11-02-1-90-1-00-1-81-9-128.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [5:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.11 0.12 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 1=43(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 6 except 2=-102(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 8 except 2=263(LC 10), 6=263(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 6 except (jt=lb) 2=102. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422595 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:36 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-N916uy65DEmfunL8lad?uoBI24nYXRp?Sm8RZNz6mif Scale = 1:24.6 2 3 4 5 6 7 8 14 13 12 11 10 1 9 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-5-4 11-5-4 5-8-10 5-8-10 11-5-4 5-8-10 -0-0-43-9-83-9-120-1-00-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.07 0.03 0.03 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: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-5-4. (lb) - Max Horz 1=-84(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 13, 14, 11, 10. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss T01 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422596 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:37 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-rMaU5I7j_XuWWwwKJH8EQ0jGaUutGpe9hQu?5pz6mie Scale = 1:82.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 19 18 17 16 1528293031 3x6 5x6 5x6 3x6 3x16 MT18HS 6x8 3x6 3x6 2x4 3x4 5x12 3x6 3x4 2x4 6x8 3x6 3x16 MT18HS 10-1-4 10-1-4 20-0-0 9-10-12 29-10-12 9-10-12 40-0-0 10-1-4 -1-0-0 1-0-0 6-3-11 6-3-11 12-4-13 6-1-3 18-6-0 6-1-3 21-6-0 3-0-0 27-7-3 6-1-3 33-8-5 6-1-3 40-0-0 6-3-11 41-0-0 1-0-0 0-8-012-9-1113-0-00-8-012-9-118.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [6:0-1-12,0-1-8], [7:0-3-0,0-1-7], [8:0-3-0,0-1-7], [9:0-1-12,0-1-8], [13:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.91 0.99 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -0.71 0.15 (loc) 15-17 15-17 13 l/defl >999 >676 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 190 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-19,11-15: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-9-10 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-17, 9-17 REACTIONS.(lb/size)13=1742/0-3-8, 2=1742/0-3-8 Max Horz 2=-287(LC 4) Max Uplift 13=-172(LC 7), 2=-172(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2535/310, 4-6=-2354/319, 6-7=-1725/323, 7-8=-1439/320, 8-9=-1725/323, 9-11=-2354/319, 11-13=-2535/310 BOT CHORD 2-19=-216/2027, 17-19=-99/1769, 15-17=-47/1769, 13-15=-149/2027 WEBS 6-19=-13/492, 7-17=-81/669, 8-17=-81/669, 9-15=-13/492, 6-17=-629/210, 9-17=-629/211 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=172, 2=172. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss T01A Truss Type HIP Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422597 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:38 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-JY8tJe8Llr0N74VXt_fTzDGSXuIn?G?Iw4dYdFz6mid Scale = 1:73.5 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x8 5x6 5x6 3x8 3x6 6x8 3x6 3x6 2x4 3x4 3x6 2x4 6x8 3x6 3x6 10-1-4 10-1-4 20-0-0 9-10-12 29-10-12 9-10-12 40-0-0 10-1-4 -1-0-0 1-0-0 8-4-4 8-4-4 16-6-0 8-1-12 23-6-0 7-0-0 31-7-12 8-1-12 40-0-0 8-4-4 0-8-011-5-1111-8-00-8-011-5-118.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-1-8], [7:0-3-0,0-1-8], [8:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.84 0.75 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.46 0.11 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,9-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-6-4 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 6-14, 7-14, 7-12 REACTIONS.(lb/size)11=1479/0-3-8, 2=1535/0-3-8 Max Horz 2=264(LC 5) Max Uplift 11=-130(LC 7), 2=-165(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2149/312, 4-6=-2039/421, 6-7=-1314/318, 7-9=-2042/424, 9-11=-2152/314 BOT CHORD 2-16=-180/1704, 14-16=-69/1283, 12-14=-19/1283, 11-12=-165/1708 WEBS 4-16=-382/277, 6-16=-176/645, 6-14=-70/261, 7-14=-69/260, 7-12=-179/650, 9-12=-385/279 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=130, 2=165. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss T01B Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422598 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:39 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-nkiFW_8zW98ElE4jRiAiVRocCHdmki5S8kN59hz6mic Scale = 1:73.1 1 2 3 4 5 6 7 8 9 10 1112 17 16 15 14 13262728293031 32 33 3x6 5x8 5x8 3x6 6x10 3x6 3x8 MT18HS3x6 2x4 3x4 3x6 2x4 6x10 3x6 3x8 MT18HS 10-1-4 10-1-4 20-0-0 9-10-12 29-10-12 9-10-12 40-0-0 10-1-4 -1-0-0 1-0-0 8-1-4 8-1-4 16-0-0 7-10-12 24-0-0 8-0-0 31-10-12 7-10-12 40-0-0 8-1-4 41-0-0 1-0-0 0-8-011-4-00-8-011-4-08.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-5], [6:0-5-8,0-1-12], [7:0-5-8,0-1-12], [11:0-0-0,0-2-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.91 0.77 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.59 0.11 (loc) 15-17 15-17 11 l/defl >999 >814 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 170 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-17,9-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, except 2-0-0 oc purlins (2-11-10 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1925/0-3-8, 11=1925/0-3-8 Max Horz 2=-251(LC 4) Max Uplift 2=-163(LC 6), 11=-163(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2781/315, 4-6=-2659/411, 6-7=-1799/316, 7-9=-2659/411, 9-11=-2781/315 BOT CHORD 2-17=-168/2229, 15-17=-82/1709, 13-15=0/1709, 11-13=-138/2229 WEBS 4-17=-370/269, 6-17=-159/852, 6-15=-62/407, 7-15=-62/407, 7-13=-159/852, 9-13=-370/269 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=163, 11=163. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss T01C Truss Type PIGGYBACK BASE Qty 3 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422599 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:39 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-nkiFW_8zW98ElE4jRiAiVRofZHd2kh_S8kN59hz6mic Scale = 1:71.8 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 5x6 5x6 3x6 3x6 6x8 3x6 3x6 2x4 3x4 3x6 2x4 6x8 3x6 3x6 10-1-4 10-1-4 20-0-0 9-10-12 29-10-12 9-10-12 40-0-0 10-1-4 -1-0-0 1-0-0 8-1-4 8-1-4 16-0-0 7-10-12 24-0-0 8-0-0 31-10-12 7-10-12 40-0-0 8-1-4 0-8-011-4-00-8-011-4-08.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [7:0-3-12,0-2-0], [8:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.76 0.75 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.47 0.11 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,9-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-10-5 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 7-14 REACTIONS.(lb/size)11=1479/0-3-8, 2=1535/0-3-8 Max Horz 2=259(LC 5) Max Uplift 11=-127(LC 7), 2=-163(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2152/316, 4-6=-2032/412, 6-7=-1332/317, 7-9=-2036/414, 9-11=-2155/318 BOT CHORD 2-16=-179/1709, 14-16=-90/1295, 12-14=-27/1295, 11-12=-171/1713 WEBS 4-16=-378/269, 6-16=-158/622, 6-14=-62/254, 7-14=-62/253, 7-12=-161/627, 9-12=-380/270 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=127, 2=163. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss T01D Truss Type HIP Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422600 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:40 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-FxGdjK9bHSG5NOfv_Phx2eLsUhzITAKbNO6fi8z6mib Scale = 1:72.1 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 5x6 5x6 6x8 3x6 6x8 3x6 3x6 3x6 2x4 3x8 2x4 3x6 2x4 3x6 10-1-4 10-1-4 20-0-0 9-10-12 29-10-12 9-10-12 40-0-0 10-1-4 -1-0-0 1-0-0 6-7-4 6-7-4 13-0-0 6-4-12 20-0-0 7-0-0 27-0-0 7-0-0 33-4-12 6-4-12 40-0-0 6-7-4 0-8-09-1-119-4-00-8-09-1-118.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-1-8], [8:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.62 0.75 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.48 0.13 (loc) 12-14 12-14 11 l/defl >999 >992 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,9-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except 2-0-0 oc purlins (4-0-3 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14 REACTIONS.(lb/size)11=1479/0-3-8, 2=1535/0-3-8 Max Horz 2=209(LC 5) Max Uplift 11=-114(LC 7), 2=-150(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2169/335, 4-6=-1989/353, 6-7=-1723/360, 7-8=-1723/360, 8-9=-1994/355, 9-11=-2176/338 BOT CHORD 2-16=-237/1732, 14-16=-181/1460, 12-14=-86/1462, 11-12=-201/1741 WEBS 4-16=-252/201, 6-16=-43/462, 6-14=-169/535, 7-14=-460/232, 8-14=-169/533, 8-12=-46/465, 9-12=-260/203 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=114, 2=150. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss T01E Truss Type PIGGYBACK BASE Qty 3 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422601 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:41 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-j7q?xgAD2mOx_YE6Y7DAbsuzF5FpCbzlc2sCEaz6mia Scale = 1:73.5 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 132930 31 3x6 6x8 5x8 3x6 6x8 3x6 2x4 3x4 2x4 3x6 3x6 4x6 5x12 3x6 3x4 4x6 6x8 3x6 5x8 5-2-4 5-2-4 10-2-0 4-11-12 16-0-0 5-10-0 23-8-8 7-8-8 31-10-12 8-2-4 40-0-0 8-1-4 -1-0-0 1-0-0 5-2-4 5-2-4 10-2-0 4-11-12 16-0-0 5-10-0 24-0-0 8-0-0 31-10-12 7-10-12 40-0-0 8-1-4 0-8-011-4-00-8-011-4-08.00 12 Plate Offsets (X,Y)-- [6:0-1-8,0-1-8], [7:0-4-8,0-1-12], [8:0-5-0,0-2-3], [10:0-1-8,0-1-8], [13:0-2-8,0-2-0], [16:0-2-4,0-3-0], [18:0-6-12,0-2-8], [20:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.87 0.99 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.55 0.15 (loc) 16-17 16-17 12 l/defl >999 >879 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 6-19,4-20,4-18,10-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-1-9 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-17, 7-16, 10-16 REACTIONS.(lb/size)2=1726/0-3-8, 12=1691/0-3-8 Max Horz 2=259(LC 5) Max Uplift 2=-164(LC 6), 12=-128(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2501/293, 4-6=-2527/344, 6-7=-2078/340, 7-8=-1613/336, 8-10=-2038/338, 10-12=-2509/305 BOT CHORD 2-20=-195/2004, 17-18=-142/2075, 16-17=-84/1661, 12-13=-161/2002 WEBS 6-18=-16/388, 8-16=-11/643, 18-20=-192/1967, 6-17=-612/196, 7-17=-38/801, 7-16=-251/132, 10-13=0/252, 13-16=-163/1924, 10-16=-508/199 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=164, 12=128. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss T02 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422602 8.240 s Apr 6 2019 MiTek Industries, Inc. Thu Jun 13 13:34:09 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-tr5OLwJ3tgSaj3iDBOP_UxjOstlUMBEJ3eTkP8z6h?S Scale = 1:85.9 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 3x6 5x6 5x8 5x6 3x6 3x6 8x8 3x4 3x4 2x4 4x8 3x8 2x4 6x8 3x6 3x6 9-2-15 9-2-15 18-3-6 9-0-7 27-9-10 9-6-4 40-0-0 12-2-6 -1-0-0 1-0-0 9-2-15 9-2-15 18-3-6 9-0-7 24-1-8 5-10-2 24-4-6 0-2-14 27-9-10 3-5-4 33-9-9 5-11-15 40-0-0 6-2-7 41-0-0 1-0-0 0-8-08-7-412-10-40-8-08-7-48.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [7:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.88 0.88 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.88 0.13 (loc) 14-21 14-21 12 l/defl >999 >545 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,10-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-8-15 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 7-16, 7-14 REACTIONS.(lb/size)12=1534/0-3-8, 2=1534/0-3-8 Max Horz 2=-286(LC 4) Max Uplift 12=-187(LC 7), 2=-171(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-966/0, 3-4=-2144/294, 4-5=-1585/279, 5-6=-1436/317, 6-7=-1515/330, 7-8=-1521/298, 8-9=-1786/302, 9-10=-1918/288, 10-11=-2154/329, 11-12=-1413/0 BOT CHORD 2-18=-172/1692, 17-18=-172/1692, 16-17=-172/1692, 15-16=-64/1649, 14-15=-64/1649, 12-14=-163/1728 WEBS 4-18=0/359, 4-16=-637/238, 6-16=-190/1194, 8-14=-41/669, 10-14=-269/183, 7-16=-794/228, 7-14=-339/100 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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 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 187 lb uplift at joint 12 and 171 lb uplift at joint 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss T03 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422603 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:42 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-BJON80Brp4WocipI6qkP73Q8sVdnx?9uqiblm0z6miZ Scale = 1:84.5 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 3x6 5x6 8x8 5x6 3x6 6x8 3x6 3x6 3x4 2x4 4x8 3x8 2x4 6x8 3x6 3x6 9-2-15 9-2-15 18-3-6 9-0-7 29-0-7 10-9-1 40-0-0 10-11-9 -1-0-0 1-0-0 9-2-15 9-2-15 18-3-6 9-0-7 20-7-8 2-4-2 20-10-6 0-2-14 24-3-10 3-5-4 32-0-9 7-8-15 40-0-0 7-11-7 41-0-0 1-0-0 0-8-010-11-412-10-40-8-010-11-48.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [7:0-2-14,0-2-5], [12:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.88 0.88 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.64 0.12 (loc) 14-16 14-16 12 l/defl >999 >747 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,10-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-0-6 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 7-16, 7-14 REACTIONS.(lb/size)2=1534/0-3-8, 12=1534/0-3-8 Max Horz 2=288(LC 5) Max Uplift 2=-171(LC 6), 12=-187(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2143/296, 4-6=-1588/316, 6-7=-1501/355, 7-8=-1238/330, 8-10=-1963/364, 10-12=-2144/313 BOT CHORD 2-18=-172/1691, 16-18=-172/1691, 14-16=-5/1380, 12-14=-137/1705 WEBS 4-18=0/349, 4-16=-629/240, 6-16=-243/1353, 8-14=-65/755, 10-14=-352/247, 7-16=-817/262, 7-14=-333/110 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=171, 12=187. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss T04 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422604 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:43 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-gWymMLCUaNefErOUgYFegHzIHv?MgTW13MLJITz6miY Scale = 1:86.7 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 3x6 5x6 5x6 5x6 3x6 6x8 3x6 3x4 2x4 4x8 3x6 4x8 2x4 6x8 3x6 3x6 9-2-15 9-2-15 18-3-6 9-0-7 27-7-8 9-4-2 27-10-6 0-2-14 33-9-15 5-11-9 40-0-0 6-2-1 -1-0-0 1-0-0 9-2-15 9-2-15 18-3-6 9-0-7 23-0-14 4-9-8 27-10-6 4-9-8 31-3-10 3-5-4 40-0-0 8-8-6 41-0-0 1-0-0 0-8-06-3-412-10-40-8-06-3-48.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [7:0-2-4,0-1-8], [8:0-2-0,0-2-0], [9:0-3-0,0-1-8], [14:0-4-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.90 0.73 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.57 0.12 (loc) 14-16 14-16 11 l/defl >999 >838 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,9-14,9-13,8-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-9-9 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 7-16, 8-14 REACTIONS.(lb/size)11=1534/0-3-8, 2=1534/0-3-8 Max Horz 2=288(LC 5) Max Uplift 11=-187(LC 7), 2=-171(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2144/293, 4-6=-1586/315, 6-7=-1502/341, 7-8=-2597/461, 8-9=-2148/338, 9-11=-2181/286 BOT CHORD 2-18=-172/1692, 16-18=-172/1692, 14-16=-43/1547, 13-14=-115/1674, 11-13=-101/1720 WEBS 4-18=0/354, 4-16=-635/240, 6-16=-214/1238, 7-16=-772/247, 7-14=-200/1228, 9-14=-53/885, 8-14=-1702/332 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=187, 2=171. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss T05 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422605 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:44 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-8iW8ZhC6LhmWr?yhDFmtCUWU7IJbPquBI04srvz6miX Scale = 1:83.8 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 5x6 5x6 5x8 8x8 3x6 3x6 3x4 2x4 4x8 3x6 6x8 3x6 3x6 4x8 9-2-15 9-2-15 18-3-6 9-0-7 29-0-7 10-9-1 40-0-0 10-11-9 -1-0-0 1-0-0 9-2-15 9-2-15 18-3-6 9-0-7 24-9-14 6-6-8 31-1-8 6-3-10 31-4-6 0-2-14 34-9-10 3-5-4 40-0-0 5-2-6 0-8-03-11-412-10-40-8-03-11-48.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [7:0-2-12,0-1-8], [8:0-2-0,0-2-0], [9:0-4-0,0-1-7], [12:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.89 0.85 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.82 0.13 (loc) 12-14 12-14 11 l/defl >999 >582 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,8-12,9-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-2-7 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 7-14 REACTIONS.(lb/size)11=1479/0-3-8, 2=1535/0-3-8 Max Horz 2=287(LC 5) Max Uplift 11=-152(LC 7), 2=-171(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2144/293, 4-6=-1590/313, 6-7=-1544/330, 7-8=-2733/399, 8-9=-3096/430, 9-11=-2207/323 BOT CHORD 2-16=-184/1692, 14-16=-184/1692, 12-14=-119/1718, 11-12=-197/1786 WEBS 4-16=0/346, 4-14=-632/242, 6-14=-193/1214, 7-14=-832/262, 7-12=-90/1054, 8-12=-1808/343, 9-12=-157/1554 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=152, 2=171. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss T06 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422606 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:45 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-cu3Wn1Dk6?uNT9XtnzH6li2fdigt8KaKXgqQNLz6miW Scale = 1:85.2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 5x6 3x6 6x8 5x10 MT18HS 3x6 3x6 3x4 2x4 3x8 3x6 4x6 3x6 6x8 3x6 6x10 9-2-15 9-2-15 18-3-6 9-0-7 27-3-13 9-0-7 34-7-8 7-3-11 34-10-6 0-2-14 40-0-0 5-1-10 -1-0-0 1-0-0 9-2-15 9-2-15 18-3-6 9-0-7 27-3-13 9-0-7 34-7-8 7-3-11 34-10-6 0-2-14 40-0-0 5-1-10 0-8-012-10-41-7-48.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [9:0-2-14,0-2-5], [10:0-3-4,0-2-0], [12:0-5-0,0-2-4], [13:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.85 0.72 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.86 0.14 (loc) 12-13 12-13 11 l/defl >999 >556 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 170 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10,7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-11,4-17,8-13,9-12: 2x4 SPF-S Stud, 10-12: 2x4 SPF 2100F 1.8E SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-0-12 max.): 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 8-15, 9-13 REACTIONS.(lb/size)11=1474/0-3-8, 2=1529/0-3-8 Max Horz 2=311(LC 5) Max Uplift 11=-151(LC 7), 2=-171(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2136/290, 4-6=-1577/312, 6-8=-1579/313, 8-9=-2542/344, 9-10=-5145/649, 10-11=-1380/206 BOT CHORD 2-17=-183/1685, 15-17=-183/1685, 13-15=-174/2035, 12-13=-569/4909 WEBS 4-17=0/360, 4-15=-639/237, 6-15=-158/1145, 8-15=-1042/276, 8-13=0/743, 9-12=-1196/241, 10-12=-629/5129, 9-13=-2918/402 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=151, 2=171. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss T07 Truss Type COMMON Qty 3 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422607 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:45 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-cu3Wn1Dk6?uNT9XtnzH6li2iPie28H2KXgqQNLz6miW Scale = 1:73.5 1 2 3 4 5 6 7 10 9 811121314 4x6 5x12 4x6 4x6 3x4 4x6 3x4 4x6 9-11-0 9-11-0 19-10-0 9-11-0 -1-0-0 1-0-0 5-0-12 5-0-12 9-11-0 4-10-4 14-9-4 4-10-4 19-10-0 5-0-12 20-10-0 1-0-0 2-0-011-11-02-0-012.00 12 Plate Offsets (X,Y)-- [8:0-2-12,0-2-0], [9:0-6-0,0-3-0], [10:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.67 0.84 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.52 0.02 (loc) 9-10 9-10 8 l/defl >968 >449 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 3-9 REACTIONS.(lb/size)8=941/0-3-8, 10=941/0-3-8 Max Horz 10=-292(LC 4) Max Uplift 8=-87(LC 7), 10=-87(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/193, 3-4=-684/207, 4-5=-684/207, 5-6=-252/193, 2-10=-304/213, 6-8=-304/213 BOT CHORD 9-10=-135/473, 8-9=0/473 WEBS 4-9=-182/577, 3-10=-608/28, 5-8=-609/27 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 10. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss T08 Truss Type PIGGYBACK BASE Qty 2 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422608 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:46 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-45du_NEMtI1E5J63LgoLHvbq06y_tsCUlKZzvoz6miV Scale = 1:76.5 1 2 3 4 5 6 7 8 9 10 11 1213 21 20 19 18 17 16 15 143031 32 3x6 6x8 5x8 3x6 6x8 3x6 2x4 3x4 2x4 3x6 3x6 4x6 5x12 3x6 3x4 4x6 6x8 3x6 5x8 5-2-4 5-2-4 10-2-0 4-11-12 16-0-0 5-10-0 23-8-8 7-8-8 31-10-12 8-2-4 40-0-0 8-1-4 -1-0-0 1-0-0 5-2-4 5-2-4 10-2-0 4-11-12 16-0-0 5-10-0 24-0-0 8-0-0 31-10-12 7-10-12 40-0-0 8-1-4 41-0-0 1-0-0 0-8-011-4-00-8-011-4-08.00 12 Plate Offsets (X,Y)-- [6:0-1-8,0-1-8], [7:0-4-8,0-1-12], [8:0-5-0,0-2-3], [10:0-1-8,0-1-8], [14:0-2-8,0-2-0], [17:0-2-4,0-3-0], [19:0-6-12,0-2-8], [21:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.87 0.99 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.55 0.16 (loc) 17-18 17-18 12 l/defl >999 >877 n/a L/d 240 180 n/a PLATES MT20 Weight: 198 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 6-20,4-21,4-19,10-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-1-11 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-18, 7-17, 10-17 REACTIONS.(lb/size)2=1726/0-3-8, 12=1745/0-3-8 Max Horz 2=-251(LC 4) Max Uplift 2=-163(LC 6), 12=-164(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2500/292, 4-6=-2526/340, 6-7=-2076/336, 7-8=-1611/333, 8-10=-2036/334, 10-12=-2504/302 BOT CHORD 2-21=-184/2003, 18-19=-133/2074, 17-18=-75/1660, 12-14=-128/1998 WEBS 6-19=-15/388, 8-17=-9/641, 19-21=-181/1967, 6-18=-612/196, 7-18=-37/801, 7-17=-251/132, 10-14=0/252, 14-17=-132/1919, 10-17=-504/198 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=163, 12=164. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss T09 Truss Type PIGGYBACK BASE Qty 2 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422609 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:47 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-YHBGBjF_dc95iThFvNJaq780iWKfcBad__JWREz6miU Scale = 1:74.4 1 2 3 4 5 6 7 8 9 10 11 12 1314 20 19 18 17 16 15 3x6 5x6 6x6 3x6 6x8 3x6 3x6 2x4 2x4 5x8 3x6 3x6 2x4 3x8 2x4 4x8 6x8 3x6 8-8-0 8-8-0 18-3-6 9-7-6 25-7-0 7-3-10 32-8-4 7-1-4 40-0-0 7-3-12 -1-0-0 1-0-0 6-4-10 6-4-10 12-6-12 6-2-2 18-3-6 5-8-10 24-0-0 5-8-10 25-7-0 1-7-0 32-8-4 7-1-4 40-0-0 7-3-12 41-0-0 1-0-0 0-8-09-0-811-4-00-8-02-3-811-4-08.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [8:0-3-12,0-2-0], [13:0-3-13,Edge], [15:0-2-8,0-2-0], [17:0-2-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.75 0.89 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.57 0.18 (loc) 18-20 18-20 13 l/defl >999 >849 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,15-17,11-17,11-15: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins, except 2-0-0 oc purlins (4-2-11 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-16, 7-18 REACTIONS.(lb/size)2=1533/0-3-8, 13=1532/0-3-8 Max Horz 2=-245(LC 4) Max Uplift 2=-146(LC 6), 13=-172(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2186/318, 4-6=-2057/368, 6-7=-1711/344, 7-8=-1711/344, 8-9=-2226/461, 9-11=-2264/357, 11-13=-2179/310 BOT CHORD 2-20=-177/1747, 18-20=-126/1453, 17-18=-8/1618, 13-15=-142/1733 WEBS 9-17=-311/198, 4-20=-267/203, 6-20=-80/450, 6-18=-138/577, 7-18=-354/191, 8-18=-148/323, 8-17=-217/967, 15-17=-151/1805, 11-15=-422/135 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=146, 13=172. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss T10 Truss Type COMMON Qty 1 Ply 2 FISCHER OBF-086 Job Reference (optional) I37422610 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:47 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-YHBGBjF_dc95iThFvNJaq781NWUScMTd__JWREz6miU Scale = 1:52.8 1 2 3 4 5 6 7 10 9 8 4x6 3x8 4x6 4x6 2x4 3x6 2x4 3x6 6-5-8 6-5-8 12-11-0 6-5-8 -1-0-0 1-0-0 3-4-0 3-4-0 6-5-8 3-1-8 9-7-0 3-1-8 12-11-0 3-4-0 13-11-0 1-0-0 2-0-08-5-82-0-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.70 0.20 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 143 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=882/0-3-8, 8=3085/0-3-8 Max Horz 10=-212(LC 4) Max Uplift 10=-116(LC 6), 8=-428(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-715/208, 4-5=-1064/236, 5-6=-733/447, 6-7=-70/586, 6-8=-1829/409 BOT CHORD 9-10=-114/435, 8-9=-62/796 WEBS 4-9=-192/584, 5-9=-616/226, 3-10=-747/57, 5-8=-1419/152 NOTES-(7-10) 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. 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=4.2psf; 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 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) 10=116, 8=428. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 8-10=-20 Trapezoidal Loads (plf) Vert: 4=-114-to-6=-673, 6=-673-to-7=-774 June 13,2019 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 Component available 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 B19901797 Truss T11 Truss Type Common Qty 6 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422611 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:48 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-0TleP3FcOwHyKdGSS5rpNKgFywg6LnwnDe24_gz6miT Scale = 1:41.2 1 2 3 4 5 6 7 9 8 4x6 6x6 3x8 3x8 2x4 2x4 6x6 11-0-0 11-0-0 22-0-0 11-0-0 -1-0-0 1-0-0 5-7-7 5-7-7 11-0-0 5-4-9 16-4-9 5-4-9 22-0-0 5-7-7 23-0-0 1-0-0 0-6-06-0-00-6-06.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-1-9], [2:0-0-6,0-7-10], [2:0-3-1,Edge], [6:0-0-6,0-1-9], [6:0-0-6,0-7-10], [6:0-3-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-SH 0.46 0.88 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.66 0.05 (loc) 2-9 2-9 6 l/defl >999 >398 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=865/0-3-8, 6=865/0-3-8 Max Horz 2=-61(LC 7) Max Uplift 2=-122(LC 6), 6=-122(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1298/292, 3-4=-986/204, 4-5=-986/204, 5-6=-1298/292 BOT CHORD 2-9=-177/1107, 6-9=-177/1107 WEBS 4-9=-40/595, 5-9=-352/191, 3-9=-352/191 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=122, 6=122. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 13,2019 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 Component available 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 B19901797 Truss T12 Truss Type COMMON Qty 1 Ply 2 FISCHER OBF-086 Job Reference (optional) I37422612 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:48 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-0TleP3FcOwHyKdGSS5rpNKgCEwsfLrenDe24_gz6miT Scale = 1:39.2 1 2 3 4 5 8 7 6 4x6 2x4 2x4 4x8 3x4 3x4 4-0-0 4-0-0 8-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 9-0-0 1-0-0 1-2-05-10-01-2-014.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:Edge,0-1-14], [4:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-P 0.70 0.08 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6-7 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=2340/0-3-8, 6=2405/0-3-8 Max Horz 8=-148(LC 4) Max Uplift 8=-336(LC 6), 6=-346(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-112/608, 2-3=-1310/280, 3-4=-1354/289, 4-5=-113/614, 2-8=-2308/547, 4-6=-2373/561 WEBS 2-7=-13/372, 4-7=-30/372 NOTES-(8-11) 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 0-4-0 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. 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=4.2psf; 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 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=336, 6=346. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 6-8=-20 Continued on page 2 June 13,2019 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 Component available 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 B19901797 Truss T12 Truss Type COMMON Qty 1 Ply 2 FISCHER OBF-086 Job Reference (optional) I37422612 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 13 07:04:48 2019 Page 2 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-0TleP3FcOwHyKdGSS5rpNKgCEwsfLrenDe24_gz6miT LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=-774-to-2=-623, 2=-623-to-3=-114, 3=-174(F=-120)-to-4=-636(F=-582), 4=-636(F=-582)-to-5=-774(F=-720) 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 Component available 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 B19901797 Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422613 8.240 s Apr 6 2019 MiTek Industries, Inc. Thu Jun 13 13:34:26 2019 Page 1 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-t6dqwkWjtvbAGgWUhTCzgXwKWkeZrm4p_o57Wfz6h?B Scale = 1:69.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 122425262728293031323334353637383940 5x6 3x6 3x4 8x8 3x4 3x4 10x10 5x8 3x6 2x4 4x6 4x10 2x4 3x6 4x6 2x4 4x10 3x6 4x8 4-10-4 4-10-4 9-6-0 4-7-12 17-0-4 7-6-4 24-7-12 7-7-8 32-3-4 7-7-8 40-0-0 7-8-12 -1-0-0 1-0-0 4-10-4 4-10-4 9-6-0 4-7-12 17-0-4 7-6-4 24-7-12 7-7-8 32-3-4 7-7-8 40-0-0 7-8-12 0-8-06-11-07-0-06-11-08.00 12 Plate Offsets (X,Y)-- [2:0-0-3,Edge], [2:0-1-9,0-0-0], [5:0-3-4,0-2-4], [10:0-5-0,0-1-8], [12:Edge,0-4-12], [15:0-2-4,0-2-0], [16:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-MSH 0.76 0.49 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.32 -0.50 0.12 (loc) 15-16 15-16 12 l/defl >999 >952 n/a L/d 240 180 n/a PLATES MT20 Weight: 233 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E *Except* 11-12: 2x4 SPF No.2, 4-19,4-18,5-18,6-16,8-15: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-2 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 6-9-8 oc bracing. WEBS 1 Row at midpt 10-12 REACTIONS.(lb/size)12=2985/0-3-8, 2=2880/0-3-8 Max Horz 2=201(LC 12) Max Uplift 12=-1657(LC 3), 2=-1233(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2200/982, 3-4=-4164/1933, 4-5=-3959/1973, 5-6=-4439/2354, 6-7=-4438/2354, 7-8=-4438/2354, 8-9=-4286/2354, 9-10=-4286/2354 BOT CHORD 2-24=-1682/3414, 19-24=-1682/3414, 19-25=-1682/3414, 25-26=-1682/3414, 18-26=-1682/3414, 18-27=-1700/3257, 27-28=-1700/3257, 17-28=-1700/3257, 17-29=-1700/3257, 16-29=-1700/3257, 16-30=-2305/4286, 30-31=-2305/4286, 31-32=-2305/4286, 32-33=-2305/4286, 15-33=-2305/4286, 15-34=-1557/2858, 14-34=-1557/2858, 14-35=-1557/2858, 35-36=-1557/2858, 36-37=-1557/2858, 13-37=-1557/2858, 13-38=-1557/2858, 38-39=-1557/2858, 39-40=-1557/2858, 12-40=-1557/2858 WEBS 4-18=-177/251, 5-18=-424/798, 5-16=-1028/1638, 6-16=-449/234, 8-15=-527/214, 10-15=-985/1881, 10-13=-481/773, 10-12=-3746/2046 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1657 lb uplift at joint 12 and 1233 lb uplift at joint 2. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 103 lb up at 3-6-12, 147 lb down and 76 lb up at 5-6-12, 147 lb down and 104 lb up at 7-6-12, 149 lb down and 138 lb up at 9-6-12, 149 lb down and 138 lb up at 11-6-12, 149 lb down and 138 lb up at 13-6-12, 149 lb down and 138 lb up at 15-6-12, 149 lb down and 138 lb up at 17-6-12, 149 lb down and 138 lb up at 19-6-12, 149 lb down and 138 lb up at 21-6-12, 149 lb down and 138 lb up at 23-6-12, 149 lb down and 138 lb up at 25-6-12, 149 lb down and 138 lb up at 27-6-12, 149 lb down and 138 lb up at 29-6-12, 149 lb down and 138 lb up at 31-6-12, 149 lb down and 138 lb up at 33-6-12, 149 lb down and 138 lb up at 35-6-12, and 149 lb down and 138 lb up at 37-6-12, and 154 lb down and 134 lb up at 39-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 June 13,2019 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 Component available 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 B19901797 Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 1 FISCHER OBF-086 Job Reference (optional) I37422613 8.240 s Apr 6 2019 MiTek Industries, Inc. Thu Jun 13 13:34:26 2019 Page 2 Builders First Source, mooresville,in ID:t9G2oz0AsBtIEK9ZT9D1aJzzS1Z-t6dqwkWjtvbAGgWUhTCzgXwKWkeZrm4p_o57Wfz6h?B 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-54, 5-11=-54, 12-20=-20 Concentrated Loads (lb) Vert: 12=-154 18=-147 24=-218 25=-147 26=-147 27=-147 28=-147 29=-147 30=-147 31=-147 32=-147 33=-147 34=-147 35=-147 36=-147 37=-147 38=-147 39=-147 40=-147 PRODUCT CODE APPROVALSLATERAL 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.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. 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 Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge 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 87654321BOTTOM CHORDSTOP CHORDSBEARING4 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 SystemGeneral 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.6-4-8WEBSTrusses 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.dimensions shown in ft-in-sixteenths