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HomeMy WebLinkAbout205JGB - Trusses16023 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). July 12,2019 Liu, Xuegang Pages or sheets covered by this seal: I37764217 thru I37764279 My license renewal date for the state of Indiana is July 31, 2020. B19902004 Wedgewood 205 Bridgemont 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 B19902004 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764217 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:53:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-w2TNsfeRCPpokl_PBgnouFl_oCAC_bxbtkWEhmyysI7 Scale = 1:73.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 4x6 3x4 3x4 3x6 3x6 3x4 6x6 28-3-0 28-3-0 11-7-8 11-7-8 28-3-0 16-7-8 3-10-1412-7-89.00 12 Plate Offsets (X,Y)-- [10:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.41 0.40 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 25 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 323 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* 24-25: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 5-43,4-44,3-45,2-46: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-24. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-7-3 oc bracing: 46-47. WEBS 1 Row at midpt 24-25, 23-26, 22-27, 20-28, 19-29, 18-30, 17-31, 16-32, 15-33, 14-34, 13-35, 12-37, 11-38, 9-39, 8-40, 7-41, 6-42 REACTIONS.All bearings 28-3-0. (lb) - Max Horz 47=367(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 37, 38, 39, 40, 41, 42, 43, 44, 45 except 47=-514(LC 5), 46=-652(LC 6) Max Grav All reactions 250 lb or less at joint(s) 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 37, 38, 39, 40, 41, 42, 43, 44, 45 except 47=825(LC 6), 46=464(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-47=-1177/506, 1-2=-397/172, 2-3=-381/180, 3-4=-332/171, 4-5=-296/168, 5-6=-261/165 BOT CHORD 46-47=-464/283 WEBS 1-46=-452/1037 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 37, 38, 39, 40, 41, 42, 43, 44, 45 except (jt=lb) 47=514, 46=652. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 12,2019 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 B19902004 Truss GE02 Truss Type Piggyback Base Structural Gable COMMON l l Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764218 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:53:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-OF1m4?f3zixfMvZblOI1RSI6ocPej1Jl5OFoDDyysI6 Scale = 1:68.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x6 4x6 3x8 3x6 2x4 2x4 3x4 3x6 2x4 6x10 3x6 3x4 4x10 3x4 5-7-12 5-7-12 11-1-0 5-5-4 21-7-8 10-6-8 21-11-8 0-4-0 27-11-8 6-0-0 5-7-12 5-7-12 11-1-0 5-5-4 16-4-4 5-3-4 21-7-8 5-3-4 27-11-8 6-4-0 3-8-412-0-010-4-141-7-212-0-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0], [9:0-4-8,0-2-12], [11:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.84 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.70 -0.01 0.01 (loc) 10-11 10-11 9 13 l/defl >924 >367 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 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* 7-8,2-13,2-11,1-13: 2x3 SPF No.2, 1-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-9 WEBS 1 Row at midpt 2-11, 3-11, 4-9, 7-9 REACTIONS.(lb/size)14=820/0-3-8, 9=1665/0-3-8 Max Horz 14=308(LC 7) Max Uplift 9=-142(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-669/38, 2-3=-531/77, 3-4=-335/98, 1-14=-773/2 BOT CHORD 13-14=-288/54, 11-13=-201/468, 5-9=-392/157 WEBS 4-11=-71/441, 4-9=-799/180, 7-9=-376/35, 1-13=0/529 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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) except (jt=lb) 9=142. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 12,2019 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 B19902004 Truss GE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764219 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-ppjui0hxGdKDDNIAQWsk35wY3pPbwGeBnMUSqYyysI3 Scale = 1:110.3 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 49 50 51 52 53 54 6x6 6x8 4x6 6x16 3x4 3x4 3x4 3x6 4x6 5x6 3x6 4x8 2x4 4x6 4x6 5x8 4x6 6x16 6x10 4x8 5x6 3x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3-8-0 3-8-0 11-7-8 7-11-8 19-9-1 8-1-9 27-8-15 7-11-13 35-10-8 8-1-9 43-1-4 7-2-12 49-8-0 6-6-12 51-6-0 1-10-0 3-8-0 3-8-0 11-7-8 7-11-8 19-9-1 8-1-9 27-8-15 7-11-13 35-10-8 8-1-9 43-1-4 7-2-12 49-8-0 6-6-12 50-7-8 0-11-8 51-6-0 0-10-8 52-8-8 1-2-8 3-10-148-0-52-3-612-7-80-10-1412-7-89.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [3:0-5-4,0-3-0], [7:0-8-0,0-2-13], [11:0-8-3,0-1-15], [12:0-1-8,0-2-8], [18:0-3-8,0-2-8], [24:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.90 0.95 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.40 0.09 0.07 (loc) 21-23 19-21 12 19-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 422 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 17-20,20-22: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-15,1-25: 2x4 SPF-S Stud, 2-24,2-23,11-16,1-24: 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 26-27,34-35,36-37: 2x4 SPF No.2 SLIDER Right 2x8 SP 2400F 2.0E 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-0 max.): 3-7, 9-15. Except: 6-0-0 oc bracing: 9-11 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-21, 4-21, 6-21, 6-19, 7-19, 7-18, 8-16, 8-11 REACTIONS.(lb/size)25=2154/0-3-8, 16=2866/0-3-8, 12=549/0-8-0 Max Horz 25=336(LC 7) Max Uplift 25=-127(LC 6), 16=-303(LC 6), 12=-146(LC 8) Max Grav 25=2154(LC 1), 16=2866(LC 1), 12=555(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1519/165, 2-3=-2110/283, 3-4=-2000/346, 4-6=-1999/347, 6-7=-1903/358, 7-8=-1373/287, 11-15=0/271, 11-12=-699/203, 1-25=-2147/155 BOT CHORD 24-25=-307/58, 23-24=-297/1194, 21-23=-202/1567, 19-21=-214/1903, 18-19=-154/1218, 15-16=-119/525, 12-15=-115/511 WEBS 2-24=-988/166, 2-23=-142/536, 3-21=-209/869, 4-21=-504/215, 6-19=-692/189, 7-19=-109/1280, 7-18=-1034/177, 8-18=-122/1867, 8-16=-2245/322, 11-16=-424/207, 1-24=-115/1703 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 52-7-9 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=127, 16=303, 12=146. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. July 12,2019 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 B19902004 Truss GE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764219 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:02 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-ppjui0hxGdKDDNIAQWsk35wY3pPbwGeBnMUSqYyysI3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-60, 7-9=-60, 9-10=-60, 11-49=-20, 13-49=-60, 24-25=-20, 24-50=-60, 23-50=-20, 23-51=-60, 51-52=-20, 19-52=-60, 19-53=-20, 18-53=-60, 18-54=-50(F=-30), 16-54=-90(F=-30), 15-16=-50(F=-30), 12-15=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B19902004 Truss GE04 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764220 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-dz49y4lirT4NxIlKnny8IMAjeEf9KC83AIxm0ByysHz Scale: 1/8"=1' 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 38 39 40 41 42 43 44 45 46 91 90 89 88 87 86 85 84 83 82 81 80 79 78 77 76 75 74 73 7271 70 69 68 67 66 65 64 63 62 61 6059 5857 56 55 54 53 52 51 50 49 48 47 4x8 4x6 6x6 6x6 4x6 3x4 3x6 3x6 8x8 3x6 3x6 54-11-8 54-11-8 -1-2-8 1-2-8 15-7-8 15-7-8 39-10-8 24-3-0 54-11-8 15-1-0 0-10-1412-7-81-3-1212-7-89.00 12 Plate Offsets (X,Y)-- [2:0-1-5,0-1-12], [27:0-4-0,0-4-8], [78:0-1-12,0-1-8], [91:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.11 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.01 0.00 (loc) 1 1 47 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 575 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 11-83,9-84,8-85,7-86,6-87,5-88,4-89,3-90,37-54,39-53,40-52,41-51 ,42-50,43-49,44-48,45-47: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 15-33. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 33-58, 32-60, 31-61, 30-62, 29-63, 28-64, 27-65, 26-66, 25-67, 24-68, 23-69, 22-70, 21-71, 20-73, 19-74, 18-75, 17-76, 16-77, 15-79, 14-80, 13-81, 12-82, 11-83, 34-57, 35-56, 36-55, 37-54 REACTIONS.All bearings 54-11-8. (lb) - Max Horz 91=310(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 47, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 73, 74, 75, 76, 77, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 56, 55, 54, 53, 52, 51, 50, 49 except 91=-244(LC 5), 90=-176(LC 6), 48=-132(LC 8) Max Grav All reactions 250 lb or less at joint(s) 47, 58, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 73, 74, 75, 76, 77, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48 except 91=317(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-327/266, 3-4=-257/223, 12-13=-49/266, 13-14=-35/295, 14-15=-33/297, 15-16=-9/267, 16-17=-8/267, 17-18=-8/267, 18-19=-8/267, 19-20=-8/267, 20-21=-8/267, 21-22=-8/267, 22-23=-8/267, 23-24=-8/267, 24-25=-8/267, 25-26=-8/267, 26-27=-8/267, 27-28=-8/267, 28-29=-8/267, 29-30=-8/267, 30-31=-8/267, 31-32=-8/267, 32-33=-8/267, 33-34=-33/297, 34-35=-35/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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. Continued on page 2 July 12,2019 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 B19902004 Truss GE04 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764220 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:08 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-dz49y4lirT4NxIlKnny8IMAjeEf9KC83AIxm0ByysHz NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 47, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 73, 74, 75, 76, 77, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 56, 55, 54, 53, 52, 51, 50, 49 except (jt=lb) 91=244, 90=176, 48=132. 12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B19902004 Truss GE05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764221 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-aMCwNmnyN5K5AbvjuC?cOnF1L2Jqo51MdcQt54yysHx Scale = 1:70.3 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 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 47 50 48 51 49 52 3x4 3x6 3x4 3x4 3x6 3x4 5x6 26-7-0 26-7-0 -1-2-8 1-2-8 8-11-7 8-11-7 17-7-9 8-8-2 26-7-0 8-11-7 27-9-8 1-2-8 1-6-1112-0-01-6-1112-0-014.00 12 Plate Offsets (X,Y)-- [9:0-1-5,Edge], [17:0-1-5,Edge], [38:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.44 0.22 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 25 25 26 25 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 248 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 No.2 *Except* 13-47,6-42,5-43,4-44,3-45,20-30,21-29,22-28,23-27: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 9-17. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-38, 10-39, 8-40, 7-41, 15-34, 16-33, 18-32, 19-31 JOINTS 1 Brace at Jt(s): 47, 48, 49, 50, 51 REACTIONS.All bearings 26-7-0. (lb) - Max Horz 46=-305(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 37, 38, 40, 41, 42, 43, 44, 35, 34, 31, 30, 29, 28 except 46=-334(LC 5), 26=-294(LC 6), 45=-293(LC 6), 27=-266(LC 5) Max Grav All reactions 250 lb or less at joint(s) 37, 38, 39, 40, 41, 42, 43, 44, 35, 34, 33, 32, 31, 30, 29, 28, 27, 36 except 46=360(LC 6), 26=319(LC 5), 45=273(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/283, 6-7=-23/298, 7-8=-24/368, 8-9=-25/348, 9-10=0/270, 10-11=0/270, 11-12=0/270, 12-13=0/270, 13-14=0/270, 14-15=0/270, 15-16=0/270, 16-17=0/270, 17-18=-26/347, 18-19=-24/357, 19-20=-23/287, 23-24=-232/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 37, 38, 40, 41, 42, 43, 44, 35, 34, 31, 30, 29, 28 except (jt=lb) 46=334, 26=294, 45=293, 27=266. 12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 12,2019 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 B19902004 Truss GE06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764222 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-2YmIb5ob8OSyolUvSvWrw_o7XSW6XKCWsG9QdWyysHw Scale = 1:71.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 25 26 27 28 29 3x6 2x4 5x8 8x8 2x4 3x4 5x8 3x4 3x8 2x4 3x4 3x4 4x6 4x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-2-0 2-2-0 6-5-12 4-3-12 12-0-11 5-6-14 17-7-9 5-6-14 26-7-0 8-11-7 -1-2-8 1-2-8 1-2-8 1-2-8 2-2-0 0-11-8 6-5-12 4-3-12 12-0-11 5-6-14 17-7-9 5-6-14 22-7-0 4-11-7 26-7-0 4-0-0 27-9-8 1-2-8 1-6-114-1-09-9-1212-0-01-6-1112-0-014.00 12 6.09 12 Plate Offsets (X,Y)-- [3:0-5-8,0-2-4], [6:0-6-4,0-2-8], [8:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.73 0.80 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.44 0.03 0.02 (loc) 12-13 12-13 12 14 l/defl >999 >722 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-6,3-16,9-13,2-17,9-12: 2x3 SPF No.2, 2-18,10-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-17, 6-8. Except: 6-0-0 oc bracing: 3-5 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6, 6-14, 7-14, 8-14, 9-12 REACTIONS.(lb/size)18=1329/0-3-8, 12=1362/0-3-8 Max Horz 18=-331(LC 5) Max Uplift 18=-61(LC 7), 12=-58(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1095/241, 3-17=-380/76, 6-7=-740/224, 7-8=-740/224, 8-9=-1159/221, 9-10=-288/136, 2-18=-1290/281, 10-12=-347/158 BOT CHORD 17-18=-285/320, 16-17=-247/744, 14-16=-147/541, 13-14=-47/679, 12-13=0/705 WEBS 3-6=-1182/118, 3-16=-260/237, 6-16=-78/378, 6-14=-138/499, 7-14=-378/163, 8-13=-56/369, 2-17=-72/843, 9-12=-1045/53 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-2-8 to 27-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 12. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. July 12,2019 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 B19902004 Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764223 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-WlJgoRpDviapQv250d14TCKLDrvTG__f5vv_9zyysHv Scale = 1:58.6 1 2 3 4 5 6 7 13 12 11 10 9 8 3x8 3x8 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 5-11-8 5-11-8 1-6-118-6-114.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.54 0.53 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 1 1 8 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 44 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* 7-8: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.All bearings 5-11-8. (lb) - Max Horz 13=258(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 11 except 13=-416(LC 5), 12=-572(LC 6) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11 except 13=731(LC 6), 12=343(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-740/246, 2-3=-799/258, 3-4=-449/157, 4-5=-339/142, 5-6=-255/139 WEBS 3-12=-149/454 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 8, 9, 10, 11 except (jt=lb) 13=416, 12=572. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss GE08 Truss Type GABLE Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764224 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-OWZBepsjzx4EuWMtFS60d2V0OTFcCf6F?XtBJkyysHr Scale = 1:73.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 125758596061 5x6 4x6 4x6 5x6 3x8 3x8 3x8 3x8 3x4 5x6 5x8 3x4 5x12 10-9-2 10-9-2 16-1-4 5-4-2 22-0-10 5-11-6 32-9-12 10-9-2 -1-2-8 1-2-8 5-5-13 5-5-13 10-9-2 5-3-5 16-1-4 5-4-2 22-0-10 5-11-6 27-3-15 5-3-5 32-9-12 5-5-13 34-0-4 1-2-8 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-12], [3:0-1-12,0-3-0], [5:0-4-4,0-1-12], [7:0-4-4,0-1-12], [9:0-0-0,0-1-12], [9:0-1-12,0-3-0], [14:0-0-0,0-1-12], [16:0-3-14,0-1-8], [29:0-1-13 ,0-1-0], [32:0-1-13,0-1-0], [35:0-1-13,0-1-0], [53:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.65 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.76 0.02 0.01 (loc) 12-13 12-13 12 17-18 l/defl >554 >262 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 323 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,8-13,4-18,8-12: 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 15-19,20-22,26-27,29-30,47-48,52-54,55-56: 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-15, 6-13, 8-13, 4-18, 8-12 REACTIONS.(lb/size)15=1232/0-3-8, 18=997/0-3-8, 12=1003/0-8-0 Max Horz 18=287(LC 6) Max Uplift 15=-39(LC 6), 18=-64(LC 7), 12=-84(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-505/156, 4-5=-696/193, 5-6=-405/192, 6-7=-407/194, 7-8=-697/196, 8-10=-521/157, 2-18=-514/179, 10-12=-526/182 BOT CHORD 17-18=-176/538, 12-13=0/540 WEBS 6-17=-42/458, 6-15=-1173/101, 6-13=-9/425, 4-18=-402/95, 8-12=-387/44 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * 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) 15, 18, 12. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 12,2019 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 B19902004 Truss GE09 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764225 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-si7Zr9sLkED5Wgx3oAdFAF2ASsg2xG6OEBclrAyysHq Scale = 1:82.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x12 4x6 3x4 3x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-7-8 21-7-8 -1-2-8 1-2-8 14-8-0 14-8-0 21-7-8 6-11-8 1-0-012-0-09.00 12 Plate Offsets (X,Y)-- [8:0-2-3,0-0-0], [9:0-0-0,0-1-12], [9:0-3-0,0-2-4], [14:0-2-0,0-2-0], [38:0-6-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.70 0.38 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.01 0.00 -0.00 (loc) 1 1 21 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 199 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* 20-21: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 10-30,8-31,7-33,6-34,5-35,4-36,3-37: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 14-20. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 20-21, 19-22, 18-23, 17-24, 16-25, 15-26, 13-27, 12-28, 11-29 REACTIONS.All bearings 21-7-8. (lb) - Max Horz 38=366(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 33, 34, 35 except 38=-182(LC 5), 37=-237(LC 6) Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 33, 34, 35, 36, 37 except 38=377(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-38=-402/146, 2-3=-577/210, 3-4=-434/166, 4-5=-420/173, 5-6=-381/168, 6-7=-345/165, 7-8=-309/162, 8-10=-272/159 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) Provide adequate drainage to prevent water ponding. 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) 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 33, 34, 35 except (jt=lb) 38=182, 37=237. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 12,2019 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 B19902004 Truss GE10 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764226 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-Luhx3Vt_UYLy8qWFMt8UiTaRfG3pgiAYTrMINcyysHp Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-4-8 17-4-8 -1-2-8 1-2-8 8-8-4 8-8-4 17-4-8 8-8-4 18-7-0 1-2-8 1-2-149-11-21-2-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.15 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 17 17 18 17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 122 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* 9-25,8-26,10-24: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 9-25, 8-26, 10-24 REACTIONS.All bearings 17-4-8. (lb) - Max Horz 33=-238(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 29, 30, 31, 24, 23, 22, 21, 20 except 33=-304(LC 5), 18=-255(LC 6), 32=-293(LC 6), 19=-258(LC 5) Max Grav All reactions 250 lb or less at joint(s) 26, 27, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 except 33=373(LC 6), 18=324(LC 5), 25=316(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-25/266, 9-10=-25/266 WEBS 9-25=-319/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 29, 30, 31, 24, 23, 22, 21, 20 except (jt=lb) 33=304, 18=255, 32=293, 19=258. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss GE11 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764227 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-p5EJGrucFsTpl_5RwbfjFg7eUgQnPBVhiV5sv3yysHo Scale = 1:13.5 1 2 3 5 4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 1-7-0 1-7-0 0-10-142-1-29.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 1 1 4 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 8 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 1-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=176/1-7-0, 4=9/1-7-0 Max Horz 5=60(LC 6) Max Uplift 5=-55(LC 7), 4=-28(LC 6) Max Grav 5=176(LC 1), 4=42(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 5, 4. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 205 Bridgemont Job Reference (optional) I37764228 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-HHoiUAvE09bgN8geUIAyoughU4gh8Ruqw9rPSVyysHn Scale = 1:86.6 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 3x4 2x4 4x6 3x8 4x10 8x8 10x10 4x8 4x6 2x4 4-10-3 4-10-3 9-4-13 4-6-11 14-3-0 4-10-3 4-10-3 4-10-3 9-4-13 4-6-11 14-3-0 4-10-3 1-2-1415-5-1412.00 12 Plate Offsets (X,Y)-- [4:0-2-15,0-1-8], [7:0-3-8,0-5-0], [8:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.65 0.45 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 0.01 0.01 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 237 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-8,2-7,1-8,4-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 2 Rows at 1/3 pts 5-6 REACTIONS.(lb/size)6=4569/0-3-8, 9=4616/0-3-8 Max Horz 9=446(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4419/0, 2-4=-2518/0, 1-9=-3697/0 BOT CHORD 8-9=-394/585, 7-8=0/3050, 6-7=0/1717 WEBS 2-8=0/2726, 2-7=-2118/0, 4-7=0/5116, 4-6=-4084/0, 1-8=0/2515 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1336 lb down at 2-0-12, 1336 lb down at 4-0-12, 1336 lb down at 6-0-12, 1336 lb down at 8-0-12, and 1306 lb down at 10-0-12, and 1312 lb down at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 7-9=-20, 7-16=-60, 6-16=-20 Concentrated Loads (lb) Vert: 11=-1336(F) 12=-1336(F) 13=-1336(F) 14=-1336(F) 15=-1306(F) 16=-1312(F) July 12,2019 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 B19902004 Truss PB01 Truss Type GABLE Qty 10 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764229 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-lTM4hWwsnTjX?IEq1?hBK5CzzU4At1Y_9pay_xyysHm Scale: 1/4"=1' 1 2 3 4 5 6 7 12 11 10 9 8 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-7-8 16-7-8 10-4-0 10-4-0 16-7-8 6-3-8 0-4-107-7-80-1-82-10-140-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.17 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 1 1 8 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-11-5. (lb) - Max Horz 2=166(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 12, 9 except 11=-110(LC 7) Max Grav All reactions 250 lb or less at joint(s) 8, 2, 12 except 10=479(LC 1), 11=429(LC 11), 9=388(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-11=-268/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2, 12, 9 except (jt=lb) 11=110. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 12,2019 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 B19902004 Truss PB02 Truss Type Piggyback Qty 16 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764230 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-DgwSvswUYnrOcSp0bjCQtJl9RtQbcV47OTKWWNyysHl Scale = 1:56.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 101617 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-3-0 24-3-0 12-1-8 12-1-8 24-3-0 12-1-8 0-4-108-11-100-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.16 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.01 -0.00 (loc) 9 9 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 22-10-11. (lb) - Max Horz 2=-202(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 10 except 14=-106(LC 7), 11=-105(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=396(LC 1), 14=495(LC 11), 15=349(LC 1), 11=495(LC 12), 10=349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-260/155, 6-11=-260/155 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 10 except (jt=lb) 14=106, 11=105. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 12,2019 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 B19902004 Truss PB03 Truss Type Piggyback Qty 5 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764231 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-DgwSvswUYnrOcSp0bjCQtJl91tQIcYJ7OTKWWNyysHl Scale = 1:33.5 1 2 3 4 5 6 4x6 3x6 3x6 2x4 8-8-2 8-8-2 4-4-1 4-4-1 8-8-2 4-4-1 0-5-104-11-40-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-2], [3:Edge,0-1-14], [4:0-6-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.13 0.18 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=191/7-7-15, 4=191/7-7-15, 6=242/7-7-15 Max Horz 2=-117(LC 5) Max Uplift 2=-24(LC 8), 4=-19(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 12,2019 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 B19902004 Truss PB04 Truss Type GABLE Qty 2 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764232 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-hsUq6Cx6J4zFEbOD9QkfPWHKlHmKL?fHc7332qyysHk Scale: 3/8"=1' 1 2 3 4 5 6 8 7 4x6 4x6 3x4 3x6 2x4 2x4 11-1-13 11-1-13 6-9-12 6-9-12 11-1-13 4-4-1 0-4-32-1-24-11-40-1-80-5-100-1-86.09 12 14.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14], [5:0-6-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.14 0.13 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 6 6 5 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-8-8. (lb) - Max Horz 2=120(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 7 except 8=272(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 8. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 12,2019 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 B19902004 Truss PB05 Truss Type Piggyback Qty 10 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764233 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-922CJYyk4O56slzPj8FuykqVKh7F4S?QrnpdbGyysHj Scale = 1:30.6 1 2 3 4 6 5 2x4 2x4 2x4 2x4 2x4 7-3-0 7-3-00-4-105-3-120-1-80-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.09 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 5 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=114/6-6-13, 2=113/6-6-13, 6=311/6-6-13 Max Horz 2=161(LC 7) Max Uplift 5=-35(LC 7), 6=-95(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 12,2019 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 B19902004 Truss PB06 Truss Type Piggyback Qty 5 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764234 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-dFcbXuzNriDzTvYbGrm7UxNfe5PupuBa4RYA7iyysHi Scale = 1:35.7 1 2 3 45 6 4x6 3x8 3x8 2x4 11-3-8 11-3-8 5-7-12 5-7-12 11-3-8 5-7-12 0-5-35-6-40-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-1-2], [4:0-8-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.32 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=256/10-2-2, 4=256/10-2-2, 6=341/10-2-2 Max Horz 2=-121(LC 5) Max Uplift 2=-29(LC 8), 4=-37(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 12,2019 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 B19902004 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764235 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-6RAzkEz?c?Lp537oqZHM19vr_VpUYJljJ5Ijf9yysHh Scale = 1:45.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-7-8 16-7-8 10-4-0 10-4-0 16-7-8 6-3-8 0-4-107-7-80-1-82-10-140-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.04 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 15 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 90 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. REACTIONS.All bearings 15-11-5. (lb) - Max Horz 2=206(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 15, 2, 20, 21, 22, 23, 24, 25, 26, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 15, 2, 20, 21, 22, 23, 24, 25, 26, 19, 18, 17, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 15, 2, 20, 21, 22, 23, 24, 25, 26, 19, 18, 17, 16. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 12,2019 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 B19902004 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764236 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-adjLya_dNJTgjDi_OGobaMS11u9hHogsXl1HBbyysHg Scale = 1:56.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4x6 3x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-3-0 24-3-0 12-1-8 12-1-8 24-3-0 12-1-8 0-4-108-11-100-1-80-4-100-1-89.00 12 Plate Offsets (X,Y)-- [29:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.05 0.04 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.01 0.00 (loc) 18 19 18 18 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 130 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 10-27: 2x4 SPF No.2 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. WEBS 1 Row at midpt 10-27 REACTIONS.All bearings 22-10-11. (lb) - Max Horz 2=-202(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 27, 28, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21, 20, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 2, 28, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21, 20, 18. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 12,2019 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 B19902004 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764237 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-2qHj9v?F8dbXKNHAy_Jq6a?CAIV60G30mPnqk1yysHf Scale = 1:33.0 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-8-2 8-8-2 4-4-1 4-4-1 8-8-2 4-4-1 0-5-104-11-40-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [5:Edge,0-1-14], [8:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.03 0.03 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 36 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 7-7-15. (lb) - Max Horz 2=-117(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 2, 8, 13, 14, 11, 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 12,2019 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 B19902004 Truss PBE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764238 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-W0r5NF0tvwjOyWsMVhr3fnXMeiqLliD9?3WNGTyysHe Scale = 1:30.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-1-13 11-1-13 4-4-8 4-4-8 6-9-12 2-5-4 11-1-13 4-4-1 0-4-32-1-24-11-40-1-80-5-100-1-86.09 12 14.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-0], [6:Edge,0-1-14], [9:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.11 0.09 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 9 9 9 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 41 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 9-8-8. (lb) - Max Horz 2=120(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 9, 13, 14, 12, 11 except 15=261(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 2, 9, 14, 15, 12, 11. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 12,2019 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 B19902004 Truss PBE05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764239 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-_CPUab1VgErFagRZ3OMIB?4Wx6AqU9hJEjGxowyysHd Scale = 1:29.7 12 3 4 5 6 10 9 8 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-11-8 6-11-80-4-105-1-20-1-80-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.14 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 7 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 29 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. REACTIONS.All bearings 6-3-5. (lb) - Max Horz 2=143(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 7, 2, 8, 9, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 12,2019 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 B19902004 Truss PBE06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764240 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-_CPUab1VgErFagRZ3OMIB?4Ye6BfU9SJEjGxowyysHd Scale = 1:36.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-3-8 11-3-8 5-7-12 5-7-12 11-3-8 5-7-12 0-5-35-6-40-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [10:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.03 0.02 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 10 10 10 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 48 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 10-2-2. (lb) - Max Horz 2=-121(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 2, 10, 16, 17, 18, 14, 13, 12. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 12,2019 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 B19902004 Truss PBE07 Truss Type GABLE Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764241 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-wbXE?H2mBr5zp_axBpOmHP9qxvoKy1jch1l2toyysHb Scale = 1:74.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 3x4 4x6 3x6 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-10-8 16-10-8 15-1-0 15-1-0 16-10-8 1-9-8 0-4-1011-2-40-1-89-10-20-1-89.00 12 Plate Offsets (X,Y)-- [24:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.30 0.26 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 16 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 13-17,12-18,11-19,14-16: 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 15-16, 13-17, 12-18, 11-19, 14-16 REACTIONS.All bearings 16-2-5. (lb) - Max Horz 2=374(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 16, 2, 17, 18, 19, 20, 21, 22, 23, 25, 26, 27 Max Grav All reactions 250 lb or less at joint(s) 16, 2, 17, 18, 19, 20, 21, 22, 23, 25, 26, 27 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-426/187, 3-4=-360/172, 4-5=-328/172, 5-6=-291/168, 6-7=-254/165, 14-15=-143/257, 15-16=-140/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 16, 2, 17, 18, 19, 20, 21, 22, 23, 25, 26, 27. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 12,2019 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 B19902004 Truss T01 Truss Type Piggyback Base Qty 10 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764242 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-wbXE?H2mBr5zp_axBpOmHP9fSvg0yxYch1l2toyysHb Scale = 1:71.1 1 2 3 4 5 6 12 11 10 9 8 7131415 5x6 6x8 3x8 4x6 3x4 2x4 3x6 3x6 4x6 3x4 2x4 5x8 3-8-0 3-8-0 11-7-8 7-11-8 19-11-4 8-3-12 28-3-0 8-3-12 3-8-0 3-8-0 11-7-8 7-11-8 19-11-4 8-3-12 28-3-0 8-3-12 3-10-1412-7-89.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12], [11:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.97 0.80 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.40 0.02 0.03 (loc) 7-8 7-8 7 8-10 l/defl >999 >839 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 162 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* 2-11,2-10,1-11: 2x3 SPF No.2, 1-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-7 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 3-8, 4-8, 6-8 2 Rows at 1/3 pts 6-7 REACTIONS.(lb/size)7=1460/0-3-8, 12=1356/Mechanical Max Horz 12=267(LC 7) Max Uplift 7=-108(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-928/35, 2-3=-1155/111, 3-4=-715/98, 4-6=-715/99, 6-7=-1261/213, 1-12=-1359/18 BOT CHORD 11-12=-264/20, 10-11=-256/743, 8-10=-148/805 WEBS 2-11=-535/90, 3-10=-10/302, 4-8=-567/245, 6-8=-177/1271, 1-11=-10/1080 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=108. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 12,2019 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 B19902004 Truss T02 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764243 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-tze_Qz40jSMh2IkKIEQEMqF0njKpQl0u8LE8xhyysHZ Scale = 1:94.8 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 132324252627 28 6x6 6x8 4x6 6x8 4x6 3x4 3x8 4x6 5x6 3x6 4x8 2x4 4x6 4x6 4x6 5x6 3x4 4x8 4x6 4x6 3x6 3x6 3-8-0 3-8-0 11-7-8 7-11-8 19-9-1 8-1-9 27-8-15 7-11-14 35-10-8 8-1-9 43-1-4 7-2-12 51-6-0 8-4-12 3-8-0 3-8-0 11-7-8 7-11-8 19-9-1 8-1-9 27-8-15 7-11-14 35-10-8 8-1-9 43-1-4 7-2-12 51-6-0 8-4-12 52-8-8 1-2-8 3-10-1412-7-80-10-1412-7-89.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [3:0-5-4,0-3-0], [7:0-5-8,0-3-0], [11:0-4-0,Edge], [21:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.92 0.90 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.36 0.09 0.12 (loc) 18-20 18-20 11 11-13 l/defl >999 >999 n/a >862 L/d 360 240 n/a 240 PLATES MT20 Weight: 312 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 17-19: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-21,2-20,9-15,9-13,1-21: 2x3 SPF No.2, 1-22: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 5-2-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-11 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 4-18, 6-18, 6-16, 7-16, 7-15, 9-13 REACTIONS.(lb/size)22=2169/0-3-8, 13=2352/0-3-8, 11=710/0-8-0 Max Horz 22=-334(LC 5) Max Uplift 22=-46(LC 6), 13=-70(LC 5), 11=-199(LC 8) Max Grav 22=2169(LC 1), 13=2352(LC 1), 11=712(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1530/171, 2-3=-2127/291, 3-4=-2022/336, 4-6=-2022/337, 6-7=-1943/338, 7-9=-1737/305, 9-11=-644/188, 1-22=-2164/163 BOT CHORD 21-22=-240/307, 20-21=-249/1203, 18-20=-213/1580, 16-18=-201/1942, 15-16=-80/1262, 13-15=-20/414, 11-13=-20/423 WEBS 2-21=-995/184, 2-20=-152/542, 3-18=-233/885, 4-18=-504/215, 6-16=-675/277, 7-16=-219/1285, 7-15=-501/182, 9-15=-117/1194, 9-13=-1945/150, 1-21=-139/1716 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch 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) 22, 13 except (jt=lb) 11=199. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 12,2019 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 B19902004 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764244 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-LACNdJ4eUmUYgRJWsyxTu2nDb7hI9Ee2N?ziT7yysHY Scale = 1:109.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 31 32 33 34 5x6 6x8 4x6 5x6 3x4 3x4 3x4 3x6 3x4 5x6 3x6 3x6 4x6 5x6 3x6 4x8 2x4 3x12 5x12 4x8 5x8 6x8 6x16 4x8 4x8 5x6 3x8 3-8-0 3-8-0 11-7-8 7-11-8 19-9-1 8-1-9 27-8-15 7-11-14 32-10-0 5-1-1 34-11-0 2-1-0 43-1-4 8-2-4 49-8-0 6-6-12 51-6-0 1-10-0 3-8-0 3-8-0 11-7-8 7-11-8 19-9-1 8-1-9 27-8-15 7-11-14 32-10-0 5-1-1 34-11-0 2-1-0 35-10-8 0-11-8 43-1-4 7-2-12 49-8-0 6-6-12 50-7-8 0-11-8 51-6-0 0-10-8 52-8-8 1-2-8 3-10-148-0-52-3-612-7-80-10-142-0-012-7-89.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [3:0-5-4,0-3-0], [12:0-8-2,Edge], [13:0-1-8,0-2-8], [21:0-2-4,0-2-12], [22:0-6-8,0-3-8], [24:0-3-8,0-1-8], [29:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.78 0.89 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.44 0.13 0.07 (loc) 24-26 24-26 13 24-26 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 370 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 10-16,1-30: 2x4 SPF-S Stud 2-29,2-28,22-24,17-21,12-17,1-29: 2x3 SPF No.2 SLIDER Right 2x8 SP 2400F 2.0E 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-2 max.): 3-8, 10-16. Except: 6-0-0 oc bracing: 10-12 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,13-16. 10-0-0 oc bracing: 19-21 WEBS 1 Row at midpt 3-26, 4-26, 6-26, 6-24, 6-22, 7-21 2 Rows at 1/3 pts 9-17 REACTIONS.(lb/size)30=2006/0-3-8, 17=2671/0-3-8, 13=214/0-8-0 Max Horz 30=336(LC 7) Max Uplift 30=-113(LC 6), 17=-307(LC 6), 13=-126(LC 8) Max Grav 30=2006(LC 1), 17=2671(LC 1), 13=235(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1416/157, 2-3=-1933/270, 3-4=-1767/325, 4-6=-1766/325, 6-7=-1385/300, 7-8=-993/265, 8-9=-1123/252, 1-30=-2004/144 BOT CHORD 29-30=-308/58, 28-29=-292/1113, 26-28=-188/1425, 24-26=-179/1557, 7-22=-63/1163, 21-22=-173/1388 WEBS 2-29=-898/159, 2-28=-136/461, 3-26=-195/708, 4-26=-528/225, 6-26=-60/413, 6-24=-385/164, 22-24=-192/1684, 6-22=-440/86, 7-21=-1416/124, 17-21=-259/95, 9-17=-2369/374, 9-12=-43/378, 12-17=-323/199, 1-29=-103/1589, 9-21=-154/1756 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 52-7-9 zone; 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) 30=113, 17=307, 13=126. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. July 12,2019 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 B19902004 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764244 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:35 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-LACNdJ4eUmUYgRJWsyxTu2nDb7hI9Ee2N?ziT7yysHY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-8=-60, 8-10=-60, 10-11=-60, 12-31=-20, 14-31=-60, 29-30=-20, 29-32=-60, 28-32=-20, 28-33=-60, 33-34=-20, 24-34=-60, 23-24=-20, 21-22=-20, 19-20=-20, 13-19=-20 Concentrated Loads (lb) Vert: 12=-120 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B19902004 Truss T04 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764245 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-HYK72_6u0NkGvlTvzN_x_TtYZwLSd5kLrISpY0yysHW Scale = 1:103.8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 6x6 6x8 4x6 6x16 3x4 3x4 3x4 3x6 4x6 5x6 3x6 4x8 2x4 4x6 4x6 5x6 4x6 6x16 6x8 4x8 5x6 3x6 3x6 3-8-0 3-8-0 11-7-8 7-11-8 19-9-1 8-1-9 27-8-15 7-11-13 35-10-8 8-1-9 43-1-4 7-2-12 49-8-0 6-6-12 51-6-0 1-10-0 3-8-0 3-8-0 11-7-8 7-11-8 19-9-1 8-1-9 27-8-15 7-11-13 35-10-8 8-1-9 43-1-4 7-2-12 49-8-0 6-6-12 50-7-8 0-11-8 51-6-0 0-10-8 52-8-8 1-2-8 3-10-148-0-52-3-612-7-80-10-1412-7-89.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [3:0-5-4,0-3-0], [7:0-8-0,0-2-13], [11:0-7-14,0-2-3], [12:0-1-8,0-2-8], [24:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.88 0.97 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.39 0.09 0.07 (loc) 19-21 19-21 12 21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 339 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 17-20,20-22: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-15,1-25: 2x4 SPF-S Stud, 2-24,2-23,11-16,1-24: 2x3 SPF No.2 SLIDER Right 2x8 SP 2400F 2.0E 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-5 max.): 3-7, 9-15. Except: 6-0-0 oc bracing: 9-11 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-21, 4-21, 6-21, 6-19, 7-19, 7-18, 8-16, 8-11 REACTIONS.(lb/size)25=2122/0-3-8, 16=2571/0-3-8, 12=573/0-8-0 Max Horz 25=336(LC 7) Max Uplift 25=-118(LC 6), 16=-392(LC 6), 12=-223(LC 8) Max Grav 25=2122(LC 1), 16=2571(LC 1), 12=579(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1501/157, 2-3=-2107/272, 3-4=-1980/331, 4-6=-1979/332, 6-7=-1870/337, 7-8=-1318/257, 11-12=-695/399, 1-25=-2123/143 BOT CHORD 24-25=-307/58, 23-24=-293/1180, 21-23=-191/1565, 19-21=-189/1870, 18-19=-119/1164, 15-16=-283/514, 12-15=-265/511 WEBS 2-24=-1007/160, 2-23=-138/552, 3-21=-198/836, 4-21=-504/215, 6-19=-711/200, 7-19=-126/1318, 7-18=-1083/203, 8-18=-125/1797, 8-16=-2185/347, 11-16=-423/414, 1-24=-106/1684 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 52-7-9 zone; end vertical left and right exposed; porch 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) 25=118, 16=392, 12=223. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. July 12,2019 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 B19902004 Truss T04 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764245 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:37 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-HYK72_6u0NkGvlTvzN_x_TtYZwLSd5kLrISpY0yysHW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-60, 7-9=-60, 9-10=-60, 11-26=-20, 13-26=-60, 25-27=-20, 27-28=-60, 23-28=-20, 23-29=-60, 29-30=-20, 19-30=-60, 19-31=-20, 18-31=-60, 18-32=-20, 16-32=-60, 12-16=-20 Concentrated Loads (lb) Vert: 11=-120 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B19902004 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764246 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-lluVFK7Wnhs6Xv25X4VAWgPjVKiaMaKU3yCM4SyysHV Scale = 1:103.4 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14293031323334 4x6 6x8 4x6 6x16 3x4 5x8 8x8 10x10 4x6 3x8 MT18HS 4x6 2x4 3x6 4x10 2x4 4x6 4x6 4x6 3x6 6x16 4x10 3x6 3x8 3x16 MT18HS 7-8-0 7-8-0 15-7-8 7-11-8 23-9-1 8-1-9 31-8-15 7-11-14 39-10-8 8-1-9 46-9-4 6-10-12 53-8-0 6-10-12 54-11-8 1-3-8 7-8-0 7-8-0 15-7-8 7-11-8 23-9-1 8-1-9 31-8-15 7-11-14 39-10-8 8-1-9 46-9-4 6-10-12 53-8-0 6-10-12 54-11-8 1-3-8 0-10-148-0-52-3-612-7-81-3-1212-7-89.00 12 4.00 12 Plate Offsets (X,Y)-- [1:1-0-0,0-2-0], [5:0-5-4,0-3-0], [9:0-8-0,0-2-13], [12:0-8-0,0-2-1], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.87 0.85 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.54 0.21 0.12 (loc) 21-22 19-21 14 19-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 346 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 11-15,13-14: 2x4 SPF-S Stud 3-24,3-22,10-16,12-16,13-15: 2x3 SPF No.2 10-12: 2x4 SPF 2100F 1.8E SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-6 max.): 5-9, 12-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-22, 5-21, 6-21, 8-21, 8-19, 9-19, 9-18, 10-12 REACTIONS.(lb/size)1=2753/0-3-8, 14=2815/0-3-8 Max Horz 1=385(LC 7) Max Uplift 1=-134(LC 6), 14=-264(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3953/298, 3-5=-3382/369, 5-6=-3126/427, 6-8=-3126/427, 8-9=-3129/452, 9-10=-2756/400, 12-15=-1357/219, 12-13=-2334/215, 13-14=-2717/248 BOT CHORD 1-24=-422/3019, 22-24=-422/3019, 21-22=-291/2596, 19-21=-312/3129, 18-19=-255/2539, 16-18=-224/1979, 15-16=-200/1931 WEBS 3-24=0/304, 3-22=-551/204, 5-22=-25/680, 5-21=-227/1077, 6-21=-503/214, 8-19=-594/183, 9-19=-103/1171, 9-18=-502/137, 10-18=-57/1051, 10-16=0/299, 10-12=-3069/308, 13-15=-216/2190 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 54-9-12 zone; 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) 1=134, 14=264. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. July 12,2019 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 B19902004 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764246 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:38 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-lluVFK7Wnhs6Xv25X4VAWgPjVKiaMaKU3yCM4SyysHV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-9=-60, 9-11=-60, 12-13=-60, 25-29=-20, 29-30=-60, 22-30=-20, 22-31=-60, 31-32=-20, 19-32=-60, 19-33=-20, 18-33=-60, 18-34=-20, 16-34=-60, 14-16=-20 Concentrated Loads (lb) Vert: 12=-120 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B19902004 Truss T06 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764247 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-h70Fg08nJI6qnDBUfVXeb5VAJ8NCqTQnXGhT9LyysHT Scale = 1:99.5 1 23 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14293031323334 4x6 6x8 4x6 6x16 4x6 6x10 4x6 3x6 4x6 2x4 3x6 5x8 2x4 2x4 4x6 5x8 3x6 4x6 3x6 3x4 5x6 3x6 3x6 7-8-0 7-8-0 15-7-8 7-11-8 23-9-1 8-1-9 31-8-15 7-11-14 38-5-12 6-8-13 39-10-8 1-4-12 48-0-0 8-1-8 54-11-8 6-11-8 -1-2-8 1-2-8 7-8-0 7-8-0 15-7-8 7-11-8 23-9-1 8-1-9 31-8-15 7-11-14 39-10-8 8-1-9 48-0-0 8-1-8 54-11-8 6-11-8 0-10-1412-7-87-7-312-7-89.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [10:0-8-0,0-2-13], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.40 0.90 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.36 0.09 0.04 (loc) 21-22 21-22 18 22-24 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 344 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-20: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-24,4-22,12-15,13-15: 2x3 SPF No.2, 9-18: 2x4 SPF 2100F 1.8E 13-14: 2x4 SPF-S Stud 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 (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-22, 6-21, 7-21, 9-21, 10-18, 12-17, 13-15 2 Rows at 1/3 pts 9-18 REACTIONS.(lb/size)2=1809/0-3-8, 18=3418/0-3-8, 14=424/0-3-8 Max Horz 2=293(LC 7) Max Uplift 2=-62(LC 7), 18=-189(LC 6), 14=-37(LC 8) Max Grav 2=1823(LC 11), 18=3418(LC 1), 14=485(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2393/146, 4-6=-1784/213, 6-7=-1186/208, 7-9=-1186/208, 9-10=0/561, 10-12=0/515, 13-14=-350/70 BOT CHORD 2-24=-200/1799, 22-24=-200/1799, 21-22=-59/1322, 19-21=0/536, 18-19=0/536, 17-18=-410/94 WEBS 4-24=0/335, 4-22=-614/194, 6-22=-19/709, 6-21=-262/90, 7-21=-498/213, 9-21=-110/1212, 9-19=0/417, 9-18=-2202/183, 10-18=-1327/155, 10-17=-5/712, 12-17=-790/134, 12-15=0/411 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 2, 14 except (jt=lb) 18=189. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 12,2019 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 B19902004 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764248 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-9KaeuM9P4cEhOMmgCC2t8J1D8YmxZwmwlwQ0hnyysHS Scale = 1:99.3 1 23 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 1428293031323334 4x6 6x8 4x6 6x16 4x6 8x10 4x6 3x8 MT18HS 4x6 2x4 3x6 4x10 2x4 4x6 4x6 4x6 4x6 8x8 3x4 8x8 3x8 3x8 MT18HS 7-8-0 7-8-0 15-7-8 7-11-8 23-9-1 8-1-9 31-8-15 7-11-13 39-10-8 8-1-9 48-0-0 8-1-8 54-11-8 6-11-8 -1-2-8 1-2-8 7-8-0 7-8-0 15-7-8 7-11-8 23-9-1 8-1-9 31-8-15 7-11-13 39-10-8 8-1-9 48-0-0 8-1-8 54-11-8 6-11-8 0-10-1412-7-87-7-312-7-89.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [10:0-8-0,0-2-13], [15:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.91 0.74 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.58 0.19 0.11 (loc) 20-21 18-20 14 18-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 340 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 16-19,19-22: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-23,4-21,13-15: 2x3 SPF No.2 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 (3-11-1 max.): 6-10. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-21, 6-20, 7-20, 9-20, 9-18, 10-18, 10-17, 12-15, 13-14 REACTIONS.(lb/size)2=2824/0-3-8, 14=2847/0-3-8 Max Horz 2=293(LC 7) Max Uplift 2=-69(LC 7), 14=-155(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3939/290, 4-6=-3352/361, 6-7=-3128/387, 7-9=-3128/387, 9-10=-3132/387, 10-12=-2782/333, 12-13=-1977/205, 13-14=-2703/276 BOT CHORD 2-23=-302/3004, 21-23=-302/3004, 20-21=-178/2604, 18-20=-217/3132, 17-18=-173/2557, 15-17=-150/1825 WEBS 4-23=0/297, 4-21=-522/193, 6-21=-19/664, 6-20=-240/1070, 7-20=-495/214, 9-18=-583/162, 10-18=-79/1153, 10-17=-512/126, 12-17=-38/1165, 12-15=-1589/259, 13-15=-218/2641 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 2 except (jt=lb) 14=155. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 12,2019 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 B19902004 Truss T08 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764249 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-eW705iA1rwMY0WLsmwZ6hWaPsx7HIPR4_aAZDDyysHR Scale = 1:98.2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14282930313233 4x6 6x8 4x6 6x8 4x6 8x10 4x6 3x8 MT18HS 4x6 2x4 3x6 4x10 2x4 4x6 4x6 3x6 4x6 5x6 3x6 8x8 3x8 MT18HS3x8 MT18HS13-2-60-5-87-8-0 7-8-0 15-7-8 7-11-8 23-9-1 8-1-9 31-8-15 7-11-13 39-10-8 8-1-9 47-10-0 7-11-8 54-11-8 7-1-8 -1-2-8 1-2-8 7-8-0 7-8-0 15-7-8 7-11-8 23-9-1 8-1-9 31-8-15 7-11-13 39-10-8 8-1-9 47-10-0 7-11-8 54-11-8 7-1-8 0-10-1412-7-81-3-1212-7-89.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [10:0-5-4,0-3-0], [15:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.78 0.67 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.56 0.20 0.10 (loc) 20-21 18-20 14 20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 324 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 16-19,19-22: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-23,4-21,12-17,12-15,13-15: 2x3 SPF No.2 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 (3-11-8 max.): 6-10. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-21, 6-20, 7-20, 9-20, 9-18, 10-18, 12-17 REACTIONS.(lb/size)2=2810/0-3-8, 14=2667/0-3-8 Max Horz 2=300(LC 6) Max Uplift 2=-80(LC 7), 14=-39(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3917/289, 4-6=-3329/360, 6-7=-3100/386, 7-9=-3100/386, 9-10=-3093/385, 10-12=-3273/355, 12-13=-3542/271, 13-14=-2594/206 BOT CHORD 2-23=-277/2987, 21-23=-277/2987, 20-21=-226/2586, 18-20=-192/3093, 17-18=-61/2503, 15-17=-140/2732, 14-15=-44/379 WEBS 4-23=0/297, 4-21=-523/193, 6-21=-19/665, 6-20=-238/1053, 7-20=-496/214, 9-18=-597/293, 10-18=-237/1179, 10-17=-17/528, 12-17=-309/186, 13-15=-97/2377 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 2, 14. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 12,2019 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 B19902004 Truss T09 Truss Type Piggyback Base Qty 5 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764250 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-6ihOJ2BfcDUPegw3Kd5LDk7YcLSJ1x2DDEv7mgyysHQ Scale = 1:70.6 1 2 3 4 5 6 7 8 13 12 11 10 91415161718 4x6 8x8 3x4 3x8 3x4 3x4 3x4 3x4 4x6 4x6 3x4 8-11-7 8-11-7 17-7-9 8-8-2 26-7-0 8-11-7 -1-2-8 1-2-8 4-0-0 4-0-0 8-11-7 4-11-7 17-7-9 8-8-2 22-7-0 4-11-7 26-7-0 4-0-0 27-9-8 1-2-8 1-6-1112-0-01-6-1112-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.91 0.75 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.40 0.04 0.02 (loc) 9-10 9-10 9 10-12 l/defl >999 >779 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-12,5-12,5-10: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-4 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 3-13, 6-9 REACTIONS.(lb/size)13=1349/0-3-8, 9=1373/0-3-8 Max Horz 13=-304(LC 5) Max Uplift 13=-54(LC 7), 9=-54(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/139, 3-4=-1144/199, 4-5=-683/191, 5-6=-1174/199, 6-7=-289/139, 2-13=-355/161, 7-9=-352/161 BOT CHORD 12-13=-200/694, 10-12=-39/703, 9-10=0/710 WEBS 4-12=-27/362, 5-10=-47/418, 3-13=-1028/23, 6-9=-1063/23 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 13, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 12,2019 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 B19902004 Truss T10 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764251 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-avFmWOBHNXcGFqVFuLcamxfmMlmwmGONSufgI6yysHP Scale = 1:71.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 3x6 2x4 5x8 8x8 2x4 3x4 5x8 3x4 3x8 2x4 3x4 3x4 4x6 4x6 3x4 2-2-0 2-2-0 6-5-12 4-3-12 12-0-11 5-6-14 17-7-9 5-6-14 26-7-0 8-11-7 -1-2-8 1-2-8 1-2-8 1-2-8 2-2-0 0-11-8 6-5-12 4-3-12 12-0-11 5-6-14 17-7-9 5-6-14 22-7-0 4-11-7 26-7-0 4-0-0 27-9-8 1-2-8 1-6-114-1-09-9-1212-0-01-6-1112-0-014.00 12 6.09 12 Plate Offsets (X,Y)-- [3:0-5-8,0-2-4], [6:0-6-4,0-2-8], [8:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.72 0.79 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.44 0.03 0.02 (loc) 12-13 12-13 12 14 l/defl >999 >725 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-6,3-16,9-13,2-17,9-12: 2x3 SPF No.2, 2-18,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-17, 6-8. Except: 6-0-0 oc bracing: 3-5 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6, 6-14, 7-14, 8-14, 9-12 REACTIONS.(lb/size)18=1328/0-3-8, 12=1359/0-3-8 Max Horz 18=-331(LC 5) Max Uplift 18=-61(LC 7), 12=-58(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1095/241, 3-17=-380/76, 6-7=-739/224, 7-8=-740/224, 8-9=-1158/221, 9-10=-286/136, 2-18=-1290/281, 10-12=-345/158 BOT CHORD 17-18=-285/320, 16-17=-247/743, 14-16=-147/540, 13-14=-47/678, 12-13=0/704 WEBS 3-6=-1182/118, 3-16=-260/237, 6-16=-78/377, 6-14=-138/498, 7-14=-378/163, 8-13=-56/367, 2-17=-72/843, 9-12=-1046/53 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-2-8 to 27-9-8 zone; 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) 18, 12. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. July 12,2019 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 B19902004 Truss T11 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764252 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-25p8jjCw8rk7t_4RR27pI9Cvm98TVn7WgYOEqYyysHO Scale = 1:73.2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 5x6 4x6 4x6 5x6 3x8 3x8 3x8 2x4 3x8 3x4 5x8 5x8 3x6 3x8 10-9-2 10-9-2 16-1-4 5-4-2 22-0-10 5-11-6 32-9-12 10-9-2 -1-2-8 1-2-8 5-5-13 5-5-13 10-9-2 5-3-5 16-1-4 5-4-2 22-0-10 5-11-6 27-3-15 5-3-5 32-9-12 5-5-13 34-0-4 1-2-8 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-12], [3:0-1-12,0-3-0], [5:0-4-4,0-1-12], [7:0-4-4,0-1-12], [9:0-0-0,0-1-12], [9:0-1-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.87 0.64 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.33 -0.74 0.03 0.29 (loc) 17-18 17-18 12 12-13 l/defl >581 >260 n/a >695 L/d 360 240 n/a 240 PLATES MT20 Weight: 185 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,8-13,4-18,8-12: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-13, 8-13, 4-18, 8-12 2 Rows at 1/3 pts 6-15 REACTIONS.(lb/size)15=1772/0-3-8, 18=1053/0-3-8, 12=1084/0-8-0 Max Horz 18=287(LC 6) Max Uplift 15=-326(LC 6), 18=-97(LC 7), 12=-257(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-515/162, 4-5=-766/263, 5-6=-454/242, 6-7=-486/349, 7-8=-806/413, 8-10=-522/366, 2-18=-522/182, 10-12=-528/310 BOT CHORD 17-18=-210/584, 15-17=-129/305, 13-15=-129/305, 12-13=-113/609 WEBS 6-17=0/368, 6-15=-1588/439, 6-13=-173/409, 4-18=-462/144, 8-12=-495/56 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch 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) 18 except (jt=lb) 15=326, 12=257. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-19=-60, 19-20=-310, 7-20=-60, 7-10=-60, 10-11=-60, 18-21=-20, 21-22=-60, 22-23=-20, 23-24=-60 , 24-25=-20, 25-26=-60, 12-26=-20 July 12,2019 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 B19902004 Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764253 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-WHNXx3DYu8s_V8fe?me2rMk9LZVpEHVfvC8nM_yysHN Scale = 1:73.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 1219202122232425 5x6 4x8 4x6 5x6 3x8 3x4 3x4 3x4 3x8 4x8 3x6 3x4 4x8 3x8 10-9-2 10-9-2 14-1-4 3-4-2 22-0-10 7-11-6 32-9-12 10-9-2 -1-2-8 1-2-8 5-5-13 5-5-13 10-9-2 5-3-5 16-4-14 5-7-12 22-0-10 5-7-12 27-3-15 5-3-5 32-9-12 5-5-13 34-0-4 1-2-8 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-12], [3:0-1-12,0-3-0], [5:0-6-4,0-1-12], [7:0-4-4,0-1-12], [9:0-0-0,0-1-12], [9:0-1-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.56 0.63 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.67 0.02 0.24 (loc) 17-18 17-18 12 12-13 l/defl >549 >251 n/a >916 L/d 360 240 n/a 240 PLATES MT20 Weight: 193 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-17,8-13,8-12,4-18: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-15, 6-15, 6-13, 8-13, 8-12, 4-18 REACTIONS.(lb/size)15=1512/0-3-8, 12=1009/0-8-0, 18=778/0-3-8 Max Horz 18=287(LC 6) Max Uplift 15=-238(LC 6), 12=-244(LC 8), 18=-64(LC 7) Max Grav 15=1512(LC 1), 12=1020(LC 12), 18=792(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-488/155, 4-5=-429/182, 6-7=-430/328, 7-8=-731/383, 8-10=-497/356, 10-12=-510/304, 2-18=-502/179 BOT CHORD 17-18=-166/365, 15-17=-78/251, 12-13=-94/560 WEBS 5-17=-29/486, 5-15=-602/45, 6-15=-842/290, 6-13=-192/493, 8-12=-445/24 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch 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) 18 except (jt=lb) 15=238, 12=244. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 12,2019 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 B19902004 Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764254 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-_Uxv8PEAfS_r6HEqZT9HOaHE6ysIzf9p8stKvRyysHM Scale = 1:72.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8151617181920 3x4 4x8 4x6 3x4 3x12 3x4 3x4 3x4 3x4 3x8 3x4 4x8 4x8 3x8 10-9-2 10-9-2 14-1-4 3-4-2 22-0-10 7-11-6 32-7-8 10-6-14 5-5-13 5-5-13 10-9-2 5-3-5 16-4-14 5-7-12 22-0-10 5-7-12 27-3-15 5-3-5 32-7-8 5-3-9 1-2-1412-0-01-5-212-0-012.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [5:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.94 0.55 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.66 0.02 0.23 (loc) 13-14 13-14 8 8-9 l/defl >559 >253 n/a >955 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-13,6-9,6-8,2-14: 2x3 SPF No.2, 7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 3-11, 4-11, 4-9, 6-9, 2-14 REACTIONS.(lb/size)11=1521/0-3-8, 8=906/0-3-8, 14=681/0-3-8 Max Horz 14=285(LC 6) Max Uplift 11=-251(LC 6), 8=-181(LC 8), 14=-4(LC 7) Max Grav 11=1521(LC 1), 8=918(LC 12), 14=696(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-476/108, 2-3=-421/155, 4-5=-418/310, 5-6=-715/360, 6-7=-384/266, 7-8=-338/207, 1-14=-405/98 BOT CHORD 13-14=-178/366, 8-9=-139/541 WEBS 3-13=-33/491, 3-11=-613/53, 4-11=-840/309, 4-9=-211/489, 6-8=-536/57 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch 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) 14 except (jt=lb) 11=251, 8=181. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 12,2019 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 B19902004 Truss T14 Truss Type PIGGYBACK BASE Qty 10 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764255 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-SgVHMlEoQm7ikRp07AgWwnqWTM92iAQyMWduRtyysHL Scale = 1:68.7 1 2 3 4 5 6 7 11 10 9 8 12 17 18 19 20 3x4 4x6 6x16 3x6 5x12 4x6 3x6 3x6 2x4 4x8 3x4 3x4 3x4 7-5-4 7-5-4 14-8-0 7-2-12 21-11-0 7-3-0 -1-2-8 1-2-8 7-5-4 7-5-4 14-8-0 7-2-12 21-11-0 7-3-0 1-0-012-0-01-7-212-0-09.00 12 Plate Offsets (X,Y)-- [2:0-7-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.45 0.71 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.19 -0.03 0.05 (loc) 8-9 8-9 2 11-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-11,4-9: 2x3 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 6-9, 7-9, 7-17 REACTIONS.(lb/size)2=1131/0-3-8, 17=1085/0-3-0 Max Horz 2=380(LC 7) Max Uplift 2=-6(LC 7), 17=-116(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1276/0, 4-6=-707/38, 6-7=-454/80 BOT CHORD 2-11=-223/927, 9-11=-223/927 WEBS 4-11=0/321, 4-9=-619/196, 7-9=-148/827, 7-17=-1086/160 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 17=116. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 12,2019 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 B19902004 Truss T15 Truss Type Common Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764256 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-ws2fZ5FQB3FZMbNDguBlT?MhTmXDReN6bAMRzJyysHK Scale = 1:59.2 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x4 3x4 2x4 3x8 3x8 2x4 8-8-4 8-8-4 17-4-8 8-8-4 -1-2-8 1-2-8 4-0-0 4-0-0 8-8-4 4-8-4 13-4-8 4-8-4 17-4-8 4-0-0 18-7-0 1-2-8 1-2-149-11-21-2-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.59 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.27 0.01 0.15 (loc) 8-9 8-9 8 9-11 l/defl >999 >752 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 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 4-9 REACTIONS.(lb/size)11=765/0-8-0, 8=765/0-8-0 Max Horz 11=-238(LC 5) Max Uplift 11=-200(LC 7), 8=-200(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-194/259, 3-4=-561/400, 4-5=-561/400, 5-6=-194/259, 2-11=-267/229, 6-8=-267/229 BOT CHORD 9-11=-174/410, 8-9=-137/410 WEBS 4-9=-461/428, 3-11=-537/124, 5-8=-537/124 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch 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) 11=200, 8=200. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764257 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-P2c1nRG2yNNPzlyPEbj_?Cvw8A_jAAsFqq6?VmyysHJ Scale = 1:84.0 1 2 3 4 5 9 8 7 6 2x4 3x6 4x6 2x4 2x4 2x4 3x4 2x4 9-8-12 9-8-12 -1-2-8 1-2-8 7-3-8 7-3-8 9-8-12 2-5-4 4-9-813-3-910-5-714.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.19 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.01 -0.00 0.01 (loc) 1 1 6 1-2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 3-8: 2x3 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 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-7, 3-8 REACTIONS.All bearings 9-8-12. (lb) - Max Horz 9=338(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 9=-222(LC 5), 8=-617(LC 7) Max Grav All reactions 250 lb or less at joint(s) 6 except 9=546(LC 7), 7=417(LC 1), 8=401(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-542/231 BOT CHORD 8-9=-307/107 WEBS 3-8=-237/268, 2-8=-188/543 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7 except (jt=lb) 9=222, 8=617. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764258 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-P2c1nRG2yNNPzlyPEbj_?CvwWA_kA85Fqq6?VmyysHJ Scale = 1:74.1 1 2 3 4 5 9 8 7 6 2x4 3x6 4x6 2x4 2x4 2x4 3x4 2x4 9-8-12 9-8-12 -1-2-8 1-2-8 7-3-8 7-3-8 9-8-12 2-5-4 3-3-811-9-98-11-714.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.23 0.19 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.01 -0.00 0.00 (loc) 1 1 6 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 3-8: 2x3 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 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-7 REACTIONS.All bearings 9-8-12. (lb) - Max Horz 9=315(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 9=-161(LC 5), 8=-463(LC 7) Max Grav All reactions 250 lb or less at joint(s) 6 except 9=404(LC 6), 7=416(LC 1), 8=401(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-386/173 BOT CHORD 8-9=-284/97 WEBS 3-8=-238/269, 2-8=-136/397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7 except (jt=lb) 9=161, 8=463. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764259 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-tFAQ_nHgjhVGbvXboJEDYQS5CaJzvdmP3UrY2CyysHI Scale = 1:64.8 1 2 3 4 5 9 8 7 6 2x4 3x6 4x6 2x4 2x4 2x4 3x4 2x4 9-8-12 9-8-12 -1-2-8 1-2-8 7-3-8 7-3-8 9-8-12 2-5-4 1-9-810-3-97-5-714.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.23 0.19 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.01 -0.00 0.00 (loc) 1 1 6 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS.All bearings 9-8-12. (lb) - Max Horz 9=292(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 9=-111(LC 5), 8=-321(LC 7) Max Grav All reactions 250 lb or less at joint(s) 6 except 9=285(LC 6), 7=414(LC 1), 8=402(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-269/125 BOT CHORD 8-9=-255/91 WEBS 3-8=-240/276, 2-8=-102/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7 except (jt=lb) 9=111, 8=321. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764260 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-LRkoC7IJU_d7D36nM0lS5d_FYzfDe5nYH8b5aeyysHH Scale = 1:55.6 1 2 3 4 7 6 52x4 4x6 2x4 2x4 2x4 2x4 2x4 9-11-12 9-11-12 7-6-8 7-6-8 9-11-12 2-5-4 0-0-48-9-95-11-714.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.19 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS.All bearings 9-11-8. (lb) - Max Horz 1=202(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-214(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=408(LC 1), 7=429(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-251/147 WEBS 2-7=-256/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=214. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764261 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-pdIAPTIxFIl_qCh_vkGhdrXRnN?jNWXhWoKf64yysHG Scale = 1:49.1 1 2 3 4 7 6 582x4 4x6 2x4 2x4 2x4 2x4 2x4 8-8-5 8-8-5 6-3-1 6-3-1 8-8-5 2-5-4 0-0-47-3-94-5-714.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.23 0.17 0.22 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: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-8-2. (lb) - Max Horz 1=155(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-190(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=399(LC 1), 7=343(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-232/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=190. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764262 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-pdIAPTIxFIl_qCh_vkGhdrXOkNxKNXJhWoKf64yysHG Scale = 1:39.6 1 2 3 5 43x6 4x6 2x4 2x4 2x4 7-4-14 7-4-14 4-11-10 4-11-10 7-4-14 2-5-4 0-0-45-9-92-11-714.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.39 0.17 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: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=164/7-4-11, 4=49/7-4-11, 5=347/7-4-11 Max Horz 1=122(LC 6) Max Uplift 1=-24(LC 5), 4=-51(LC 5), 5=-58(LC 6) Max Grav 1=164(LC 1), 4=71(LC 12), 5=347(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764263 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-HqsYcoJZ0ctrSMGATRnwA24canKI60ErlS4CeXyysHF Scale = 1:29.6 1 2 3 5 43x4 4x6 2x4 2x4 2x4 6-1-7 6-1-7 3-8-3 3-8-3 6-1-7 2-5-4 0-0-44-3-91-5-714.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.21 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=131/6-1-4, 4=88/6-1-4, 5=238/6-1-4 Max Horz 1=91(LC 6) Max Uplift 1=-42(LC 8), 4=-54(LC 8), 5=-35(LC 6) Max Grav 1=131(LC 1), 4=98(LC 12), 5=238(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764264 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-l0Qwq8KBnv?i4WrM18I9iGco8BiArTA_z6pmBzyysHE Scale = 1:16.8 1 2 3 4 2x4 4x6 2x4 2x4 4-9-6 4-9-6 4-9-9 0-0-3 2-4-13 2-4-13 4-9-9 2-4-12 0-0-42-9-90-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.17 0.11 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=103/4-9-2, 3=103/4-9-2, 4=126/4-9-2 Max Horz 1=-59(LC 5) Max Uplift 1=-20(LC 8), 3=-16(LC 7) Max Grav 1=103(LC 1), 3=103(LC 1), 4=129(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764265 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-l0Qwq8KBnv?i4WrM18I9iGcqLBjrrTP_z6pmBzyysHE Scale = 1:9.3 1 2 3 2x4 3x4 2x4 0-0-3 0-0-3 2-2-11 2-2-8 1-1-6 1-1-6 2-2-11 1-1-6 0-0-41-3-90-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=64/2-2-4, 3=64/2-2-4 Max Horz 1=-23(LC 5) Max Uplift 1=-2(LC 8), 3=-2(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764266 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-DC_J1ULpYD7ZhgQZbsqOFT9yeb1mawg8CmZJjPyysHD Scale = 1:26.7 1 2 3 5 43x4 2x4 2x4 2x4 2x4 9-1-7 9-1-7 0-0-44-7-96.09 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.15 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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. REACTIONS.(lb/size)1=143/9-0-15, 4=113/9-0-15, 5=416/9-0-15 Max Horz 1=132(LC 7) Max Uplift 4=-21(LC 7), 5=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-305/198 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764267 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-hPXhFqLRJXFQJq?l8ZLdnhi7P_KlJN9HRQJsFsyysHC Scale = 1:22.8 1 2 3 5 42x4 2x4 2x4 2x4 2x4 7-9-11 7-9-11 0-0-43-11-96.09 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.29 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=92/7-9-3, 4=127/7-9-3, 5=348/7-9-3 Max Horz 1=111(LC 7) Max Uplift 4=-23(LC 7), 5=-65(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-260/179 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764268 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-hPXhFqLRJXFQJq?l8ZLdnhi0N_HXJNvHRQJsFsyysHC Scale = 1:19.3 1 2 3 3x6 3x6 2x4 6-5-15 6-5-15 0-0-43-3-96.09 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.70 0.50 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 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. REACTIONS.(lb/size)1=231/6-5-7, 3=231/6-5-7 Max Horz 1=91(LC 7) Max Uplift 3=-43(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764269 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-Ab53SAM34qNHx_axiHssKuE82OdA2q9Qg42QoIyysHB Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 5-2-2 5-2-2 0-0-42-7-96.09 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.77 0.47 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=178/5-1-11, 3=178/5-1-11 Max Horz 1=70(LC 7) Max Uplift 3=-33(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764270 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-enfRgWNir8V8Y788G_N5t6nQro16nHOaujozKkyysHA Scale = 1:12.6 1 2 3 2x4 2x4 2x4 3-10-6 3-10-6 0-0-41-11-96.09 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.38 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=126/3-9-14, 3=126/3-9-14 Max Horz 1=49(LC 7) Max Uplift 3=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764271 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:54:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-enfRgWNir8V8Y788G_N5t6nTno3XnHOaujozKkyysHA Scale = 1:9.3 1 2 3 2x4 2x4 2x4 2-6-10 2-6-10 0-0-41-3-96.09 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=73/2-6-2, 3=73/2-6-2 Max Horz 1=29(LC 7) Max Uplift 3=-14(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764272 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:55:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-6_DptsOKbSd?AHjKqiuLPJKbDCO7WiCj7NXWsAyysH9 Scale = 1:79.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 0-0-4 0-0-4 25-1-11 25-1-7 12-6-13 12-6-13 25-1-11 12-6-13 0-0-412-6-130-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.34 0.18 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2 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. WEBS 1 Row at midpt 5-12, 4-14, 6-11 REACTIONS.All bearings 25-1-3. (lb) - Max Horz 1=-284(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 9 except 14=-156(LC 7), 15=-175(LC 7), 11=-156(LC 8), 10=-175(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=388(LC 1), 14=496(LC 11), 15=449(LC 1), 11=496(LC 12), 10=449(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-282/158 WEBS 4-14=-250/205, 2-15=-269/220, 6-11=-250/204, 8-10=-269/220 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9 except (jt=lb) 14=156, 15=175, 11=156, 10=175. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764273 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:55:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-aAnC4CPyMllsoRIWNPPayXspXcjRF7NtM1H4OdyysH8 Scale = 1:69.7 1 2 3 4 5 6 7 13 12 11 10 9 81415 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 22-1-11 22-1-7 11-0-13 11-0-13 22-1-11 11-0-13 0-0-411-0-130-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.24 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 4-10: 2x4 SPF No.2 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. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 22-1-3. (lb) - Max Horz 1=-249(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-165(LC 7), 13=-138(LC 7), 9=-166(LC 8), 8=-138(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=377(LC 1), 11=512(LC 11), 13=332(LC 1), 9=509(LC 12), 8=334(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/147 WEBS 3-11=-264/216, 5-9=-265/216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=165, 13=138, 9=166, 8=138. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764274 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:55:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-2MLaIYPa73tjPbtix7wpUkP_D?4V_cO0ah0dx3yysH7 Scale = 1:57.9 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-1-7 19-1-7 19-1-10 0-0-4 9-6-13 9-6-13 19-1-10 9-6-13 0-0-49-6-130-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.19 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 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. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 19-1-3. (lb) - Max Horz 1=214(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-168(LC 7), 13=-123(LC 7), 9=-168(LC 8), 8=-122(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 13, 8 except 10=382(LC 1), 11=429(LC 11), 9=428(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-251/120 WEBS 3-11=-267/218, 5-9=-267/218 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=168, 13=123, 9=168, 8=122. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764275 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:55:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-WZvyVtQCuN?Z1lSvVqS21yy9tPM9j3bApLmBTVyysH6 Scale = 1:51.1 1 2 3 4 5 8 7 63x4 4x6 3x4 5x6 2x4 2x4 2x4 2x4 0-0-4 0-0-4 16-1-10 16-1-6 8-0-13 8-0-13 16-1-10 8-0-13 0-0-48-0-130-0-412.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.36 0.18 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: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 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 16-1-2. (lb) - Max Horz 1=-179(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-176(LC 7), 6=-177(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=379(LC 1), 8=444(LC 11), 6=439(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-272/220, 4-6=-273/221 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=176, 6=177. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V20 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764276 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:55:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-WZvyVtQCuN?Z1lSvVqS21yy8aPPGj4XApLmBTVyysH6 Scale = 1:42.0 1 2 3 4 5 8 7 69103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 13-1-11 13-1-7 6-6-13 6-6-13 13-1-11 6-6-13 0-0-46-6-130-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.16 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-1-3. (lb) - Max Horz 1=-145(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-149(LC 7), 6=-149(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=362(LC 1), 8=329(LC 11), 6=329(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=149, 6=149. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V21 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764277 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:55:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-_lSKjDRqfg8Qfv153XzHa9UGvpjdSX3J2?Vk?yyysH5 Scale = 1:32.5 1 2 3 43x6 4x6 3x6 2x4 10-1-7 10-1-7 10-1-11 0-0-4 5-0-13 5-0-13 10-1-11 5-0-13 0-0-45-0-130-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.28 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=211/10-1-3, 3=211/10-1-3, 4=333/10-1-3 Max Horz 1=-110(LC 5) Max Uplift 1=-22(LC 8), 3=-22(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V22 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764278 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:55:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-Tx0iwZSSQ_GHG2cHcFUW6N1U7D4EB?ISHfFHXOyysH4 Scale = 1:24.5 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 7-1-11 7-1-7 3-6-13 3-6-13 7-1-11 3-6-13 0-0-43-6-130-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.25 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 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.(lb/size)1=143/7-1-3, 3=143/7-1-3, 4=229/7-1-3 Max Horz 1=-75(LC 5) Max Uplift 1=-17(LC 8), 3=-17(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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 B19902004 Truss V23 Truss Type Valley Qty 1 Ply 1 Wedgewood 205 Bridgemont Job Reference (optional) I37764279 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jul 12 08:55:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-Tx0iwZSSQ_GHG2cHcFUW6N1WVD62B?hSHfFHXOyysH4 Scale = 1:13.1 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 4-1-11 4-1-7 2-0-13 2-0-13 4-1-11 2-0-13 0-0-42-0-130-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.11 0.07 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=82/4-1-3, 3=82/4-1-3, 4=111/4-1-3 Max Horz 1=-40(LC 5) Max Uplift 1=-14(LC 8), 3=-14(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 12,2019 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