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HomeMy WebLinkAbout297JGW - TrussesRe: 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). Liu, Xuegang Pages or sheets covered by this seal: I34287907 thru I34288056 My license renewal date for the state of Indiana is July 31, 2020. B18802326 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: Wedgewood 297 Westvale 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss AT01 Truss Type Attic Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287907 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-BGF6eBdBqOg5Ge0CgttM_s3YCt9M96yy3iuJUFypaRd Scale = 1:78.6 2 3 5 6 7 8 9 11 1 4 10 12 17 16 15 14 13 18 1920 22 21 8x10 8x10 2x4 10x10 2x4 2x4 10x10 4x6 2x4 2x4 2x4 6x16 5x6 6x16 6x6 2x4 3x8 3x6 2x4 2x44x8 2x4 12-8-07-6-06-5-12 6-5-12 19-5-4 12-11-8 23-0-0 3-6-12 25-11-0 2-11-0 -1-8-8 1-8-8 6-1-13 6-1-13 6-5-12 0-3-15 7-0-0 0-6-4 12-11-8 5-11-8 18-11-0 5-11-8 19-5-4 0-6-4 19-9-3 0-3-15 23-0-0 3-2-13 25-11-0 2-11-0 30-7-8 4-8-8 3-1-99-11-410-1-93-1-99-11-412.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-10-4,0-3-8], [5:0-6-3,0-4-0], [7:0-6-3,0-4-0], [14:0-3-8,0-1-8], [15:0-4-12,0-5-0], [16:0-4-4,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.53 0.78 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.22 0.01 0.08 (loc) 15-16 15-16 13 16-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 284 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 *Except* 10-12: 2x8 SP 2400F 2.0E BOT CHORD2x6 SP No.1 *Except* 15-16: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 3-16,8-15,18-19: 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 (5-5-14 max.): 5-7, 2-4, 10-11. Except: 1 Row at midpt 2-4 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 4, 20, 21, 22 REACTIONS. (lb/size)17=1894/0-3-8, 13=2121/0-3-8 Max Horz17=-285(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1634/0, 3-5=-1129/165, 5-6=-1806/311, 6-7=-1806/311, 7-8=-1199/59, 8-9=-1623/0, 9-11=-1141/0, 2-17=-1860/0, 11-13=-2033/69 BOT CHORD 16-17=-210/281, 15-16=0/1147, 14-15=0/713 WEBS 4-16=0/574, 4-18=0/543, 3-18=0/438, 15-19=0/654, 8-19=0/538, 9-15=-111/746, 18-20=-308/196, 20-22=-283/202, 2-16=0/1216, 10-14=-890/0, 9-10=-1078/0, 11-14=0/977, 7-22=-454/773, 5-22=-534/984 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) -1-8-8 to 30-7-8 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. 6) Ceiling dead load (5.0 psf) on member(s). 18-20, 20-22, 21-22, 19-21; Wall dead load (5.0psf) on member(s).4-16, 4-18, 15-19 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 15-16 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss AT02 Truss Type Attic Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287908 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-fTpUrXeqbioyuobODaObX3cn6HYVugY5IMet0hypaRc Scale = 1:84.8 2 3 5 6 7 8 9 10 11 13 1 4 12 14 19 18 17 16 15 20 22 21 8x10 8x10 2x4 10x10 2x4 2x4 10x10 3x6 2x4 2x4 2x4 6x16 4x6 6x16 5x6 2x4 3x6 3x6 2x4 2x4 4x8 2x4 12-8-0 8-1-146-5-12 6-5-12 19-5-4 12-11-8 23-0-0 3-6-12 25-11-0 2-11-0 -1-8-8 1-8-8 6-5-12 6-5-12 6-9-11 0-3-15 8-6-11 1-9-0 12-11-8 4-4-13 17-4-5 4-4-13 19-1-5 1-9-0 19-5-4 0-3-15 23-0-0 3-6-12 25-11-0 2-11-0 30-7-8 4-8-8 3-1-911-5-1511-8-43-1-911-5-1512.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-10-6,0-3-8], [6:0-6-3,0-4-0], [8:0-6-3,0-4-0], [13:0-11-3,0-4-12], [17:0-4-12,0-5-0], [18:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.59 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.15 0.01 0.08 (loc) 17-18 17-18 15 18-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 287 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 *Except* 12-14: 2x8 SP 2400F 2.0E BOT CHORD2x6 SP No.1 *Except* 17-18: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 3-18,10-17,5-9: 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.): 6-8, 2-4, 12-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 4, 20, 21, 22 REACTIONS. (lb/size)19=1307/0-3-8, 15=1427/0-3-8 Max Horz19=-216(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1181/0, 3-5=-757/44, 5-6=-381/79, 6-7=-476/144, 7-8=-476/144, 8-9=-402/111, 9-10=-756/42, 10-11=-1102/0, 11-13=-769/0, 2-19=-1284/0, 13-15=-1368/38 BOT CHORD 17-18=0/764, 16-17=0/485 WEBS 4-18=0/381, 3-4=0/396, 10-17=0/426, 11-17=-94/498, 5-20=-531/5, 20-22=-528/6, 21-22=-533/24, 9-21=-536/23, 2-18=0/806, 12-16=-612/12, 11-12=-733/19, 13-16=0/663, 8-22=-129/275, 6-22=-128/277 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) -1-8-8 to 30-7-8 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. 6) Ceiling dead load (5.0 psf) on member(s). 2-3, 3-5, 9-10, 5-20, 20-22, 21-22, 9-21; Wall dead load (5.0psf) on member(s).4-18, 3-4, 10-17 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 17-18 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss AT03 Truss Type Attic Qty 9 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287909 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-fTpUrXeqbioyuobODaObX3cn6HYVugY5IMet0hypaRc Scale = 1:84.3 2 3 5 6 7 8 9 10 11 13 1 4 12 14 19 18 17 16 15 20 22 21 6x8 6x8 2x4 10x10 2x4 2x4 10x10 3x6 2x4 2x4 2x4 6x16 4x6 6x16 5x6 2x4 3x6 3x6 2x4 2x44x8 2x4 12-8-0 8-1-146-5-12 6-5-12 19-5-4 12-11-8 23-0-0 3-6-12 25-11-0 2-11-0 -1-8-8 1-8-8 6-5-12 6-5-12 6-9-11 0-3-15 8-6-7 1-8-12 12-11-8 4-5-1 17-4-9 4-5-1 19-1-5 1-8-12 19-5-4 0-3-15 23-0-0 3-6-12 25-11-0 2-11-0 30-7-8 4-8-8 3-1-911-8-03-1-911-8-012.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-10-6,0-3-8], [6:0-5-8,0-3-0], [8:0-5-8,0-3-0], [13:0-11-3,0-4-12], [17:0-4-12,0-5-0], [18:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.59 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.15 0.01 0.09 (loc) 17-18 17-18 15 18-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 288 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 *Except* 12-14: 2x8 SP 2400F 2.0E BOT CHORD2x6 SP No.1 *Except* 17-18: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 3-18,10-17,5-9: 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.): 6-8, 2-4, 12-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 4, 20, 21, 22 REACTIONS. (lb/size)19=1307/0-3-8, 15=1427/0-3-8 Max Horz19=-217(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1181/0, 3-5=-757/44, 5-6=-375/76, 6-7=-443/136, 7-8=-443/136, 8-9=-394/107, 9-10=-756/42, 10-11=-1102/0, 11-13=-769/0, 2-19=-1284/0, 13-15=-1368/38 BOT CHORD 17-18=0/764, 16-17=0/485 WEBS 4-18=0/381, 3-4=0/396, 10-17=0/427, 11-17=-95/497, 5-20=-542/7, 20-22=-540/8, 21-22=-543/24, 9-21=-545/23, 2-18=0/806, 12-16=-612/13, 11-12=-733/20, 13-16=0/664, 8-22=-122/252, 6-22=-120/253 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) -1-8-8 to 30-7-8 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. 6) Ceiling dead load (5.0 psf) on member(s). 2-3, 3-5, 9-10, 5-20, 20-22, 21-22, 9-21; Wall dead load (5.0psf) on member(s).4-18, 3-4, 10-17 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 17-18 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287910 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-7fNs3tfSM0wpWyAanIvq3H8wPh1IdDlFX0NQZ8ypaRb Scale = 1:19.9 1 2 3 5 4 6x6 2x4 4x6 3-4-6 3-4-6 -2-4-15 2-4-15 3-4-6 3-4-6 1-1-82-8-92-5-10-3-82-8-95.66 12 Plate Offsets (X,Y)-- [5:0-2-12,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.04 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=487/0-3-8, 4=-8/0-1-8 Max Horz5=108(LC 6) Max Uplift5=-112(LC 6), 4=-9(LC 7) Max Grav5=487(LC 1), 4=21(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-456/211 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=112. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 22 lb up at -2-4-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-80(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss CG02 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287911 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-7fNs3tfSM0wpWyAanIvq3H8w8h1ZdDkFX0NQZ8ypaRb Scale = 1:30.4 1 2 3 5 42x4 4x6 2x4 4x6 2-8-7 2-8-7 -2-5-0 2-5-0 2-8-7 2-8-7 3-1-94-4-145.66 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] 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) 0.44 0.03 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=509/0-4-9, 4=-77/Mechanical Max Horz5=133(LC 5) Max Uplift5=-77(LC 6), 4=-103(LC 5) Max Grav5=509(LC 1), 4=41(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-485/177 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=103. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 24 lb up at -2-5-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-86(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss CG03 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287912 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-7fNs3tfSM0wpWyAanIvq3H8w8h1ZdD9FX0NQZ8ypaRb Scale = 1:22.6 2 3 1 4 6 5 8x8 4x10 2x4 4x6 2x4 2-8-7 2-8-7 -2-5-0 2-5-0 2-8-7 2-8-7 1-2-110-10-42-9-52-4-58.49 12 5.66 12 Plate Offsets (X,Y)-- [6:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5-6 5 6 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SP 2400F 2.0E *Except* 1-4: 2x6 SP No.1 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)6=509/0-4-9, 5=-77/Mechanical Max Horz6=93(LC 5) Max Uplift6=-126(LC 6), 5=-77(LC 1) Max Grav6=509(LC 1), 5=66(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-485/215 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) -2-5-0 to 2-6-11 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=126. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 11 lb up at -2-5-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-3=-60, 5-6=-20, 1-2=-60 Concentrated Loads (lb) Vert: 1=-86(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss CG06 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287913 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-7fNs3tfSM0wpWyAanIvq3H8wDh1ddDwFX0NQZ8ypaRb Scale = 1:17.6 1 2 3 5 4 6x6 2x4 4x6 2-6-5 2-6-5 -2-5-0 2-5-0 2-6-5 2-6-5 1-1-92-3-142-0-60-3-82-3-145.66 12 Plate Offsets (X,Y)-- [5:0-2-12,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.02 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=511/0-3-8, 4=-95/0-1-8 Max Horz5=85(LC 6) Max Uplift5=-128(LC 6), 4=-95(LC 1) Max Grav5=511(LC 1), 4=26(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-489/229 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=128. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 24 lb up at -2-5-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-84(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss CG08 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287914 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-brwEGDg47J2g76lmL?Q3cUh6I4NaMfBOmf7_5aypaRa Scale = 1:25.8 1 2 3 5 4 2x4 4x6 2x4 4x6 3-3-3 3-3-3 -2-0-15 2-0-15 3-3-3 3-3-3 1-4-93-7-28.14 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] 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) 0.35 0.04 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=442/0-3-8, 4=5/Mechanical Max Horz5=109(LC 5) Max Uplift5=-92(LC 6), 4=-121(LC 5) Max Grav5=442(LC 1), 4=78(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-412/156 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=121. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 10 lb up at -2-0-15, and 42 lb down and 55 lb up at 3-1-7 on top chord, and 5 lb down and 44 lb up at 3-1-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-80(F) 4=5(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss CG09 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287915 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-brwEGDg47J2g76lmL?Q3cUh6I4NSMf0Omf7_5aypaRa Scale = 1:27.0 1 2 3 5 4 6 7 2x4 4x6 2x4 4x6 3-6-10 3-6-10 -2-0-15 2-0-15 3-6-10 3-6-10 1-4-93-9-88.14 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] 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) 0.35 0.05 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=443/0-3-8, 4=27/Mechanical Max Horz5=149(LC 5) Max Uplift5=-78(LC 5), 4=-91(LC 6) Max Grav5=443(LC 1), 4=50(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-411/90 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 7 lb up at -2-0-15, and 44 lb down and 55 lb up at 2-9-14 on top chord, and 5 lb down and 44 lb up at 2-9-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-80(F) 7=5(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss GE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287916 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-YE2?hvhKfxIONQu9SQTXhvmT8u0RqWAhDzc49SypaRY Scale = 1:92.6 1 2 3 4 5 6 7 8 9 10 11 25 24 23 22 21 19 18 17 16 15 14 13 1220 3x4 10x10 4x6 4x6 6x6 6x6 4x10 4x6 5x12 3x45x6 3x6 3x6 3x8 3x6 3x63x6 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-2-4 1-2-4 1-5-12 0-3-8 2-11-10 1-5-14 5-0-0 2-0-6 9-6-9 4-6-9 11-2-4 1-7-11 14-7-9 3-5-5 19-9-13 5-2-4 20-9-10 0-11-13 21-9-4 0-11-10 21-9-15 0-0-11 22-11-7 1-1-8 1-1-8 1-1-8 2-1-13 1-0-5 3-1-11 0-11-13 5-0-0 1-10-5 9-6-9 4-6-9 14-7-9 5-1-0 19-9-13 5-2-4 20-9-10 0-11-13 21-9-15 1-0-5 22-11-7 1-1-8 0-4-91-0-111-10-72-10-1010-2-64-3-123-3-92-5-1310-4-50-4-91-5-210-2-67.25 12 9.50 1212.31 12 14.00 12 11.50 12 Plate Offsets (X,Y)-- [2:0-4-8,0-8-10], [6:0-3-15,0-3-0], [7:0-3-15,0-3-0], [10:0-3-8,0-2-8], [21:0-3-0,0-3-0], [37:0-1-13,0-1-0], [39:0-1-13,0-1-0] 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) 0.26 0.21 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 0.03 0.02 (loc) 22-23 22-23 17 23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 162 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-22,6-17,7-17: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 7-17 REACTIONS. All bearings 10-7-0 except (jt=length) 25=0-3-8, 20=0-3-8. (lb) - Max Horz25=234(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 13, 19, 20 except 17=-145(LC 6) Max Grav All reactions 250 lb or less at joint(s) 14, 13, 19, 18, 16, 15, 20 except 25=574(LC 10), 17=877(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-726/201, 4-5=-537/53, 5-6=-302/108, 7-8=-67/283 BOT CHORD 24-25=-386/405, 23-24=-302/483, 22-23=-169/350 WEBS 3-25=-680/143, 3-24=-50/301, 4-24=-230/254, 5-22=-277/176, 6-17=-434/141, 7-17=-438/76 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) 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) 25, 14, 13, 19, 20 except (jt=lb) 17=145. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss GE02 Truss Type Roof Special Structural Gable Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287917 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-0QcNuFiyQEQF_ZTL08_mE7JgjIMsZ?_qSdLeivypaRX Scale = 1:59.4 1 2 3 4 5 6 7 8 9 15 14 13 12 1110 3x4 10x10 4x6 4x6 4x6 4x6 4x6 5x12 3x4 5x6 5x6 6x64x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-2-4 1-2-4 1-5-12 0-3-8 2-11-10 1-5-14 7-1-12 4-2-2 11-3-14 4-2-2 12-9-12 1-5-14 13-1-4 0-3-8 13-1-15 0-0-11 14-3-7 1-1-8 1-1-8 1-1-8 2-1-13 1-0-5 3-1-11 0-11-13 7-1-12 4-0-1 11-1-13 4-0-1 12-1-10 0-11-13 13-1-15 1-0-5 14-3-7 1-1-8 0-4-91-0-111-10-72-10-107-6-110-4-91-5-27.25 12 9.50 12 12.31 12 14.00 12 11.50 12 Plate Offsets (X,Y)-- [2:0-4-8,0-8-10], [5:Edge,0-1-14], [8:0-3-8,0-2-8], [11:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.13 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 -0.00 (loc) 13-14 13-14 11 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 13-14,12-13. REACTIONS. All bearings 11-11-0. (lb) - Max Horz15=172(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 11 except 15=-134(LC 4), 14=-151(LC 5) Max Grav All reactions 250 lb or less at joint(s) 15, 14, 12, 11, 11, 13 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 14, 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 11 except (jt=lb) 15=134, 14=151. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss GE03 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287918 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-0QcNuFiyQEQF_ZTL08_mE7JYGIJcZ?iqSdLeivypaRX Scale = 1:81.2 1 2 3 4 56 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 3x6 3x6 3x4 3x4 3x4 6x6 5x6 3x4 3x4 6x10 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-11-8 9-11-8 1-0-10 1-0-10 2-3-5 1-2-12 3-6-5 1-2-15 4-8-13 1-2-8 5-9-14 1-1-1 6-10-9 1-0-11 7-10-2 0-11-10 8-8-9 0-10-6 9-11-8 1-2-15 1-5-121-10-52-4-143-1-13-10-104-8-125-8-56-8-117-9-109-7-134.31 125.3812 6.56 12 7.88 12 9.31 12 10.94 12 12.81 12 15.00 12 17.75 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.69 0.34 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 14-15: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 18-19,15-16. WEBS 1 Row at midpt 14-15 REACTIONS. All bearings 9-11-8. (lb) - Max Horz23=260(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 23, 15, 16, 17, 18, 20 except 22=-670(LC 6) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22 except 23=744(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-400/10, 1-2=-381/10, 2-3=-272/13, 3-4=-270/18, 4-5=-253/24, 5-6=-251/30 WEBS 2-22=-65/318 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) 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) 23, 15, 16, 17, 18, 20 except (jt=lb) 22=670. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss GE04 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287919 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-UcAl6bjaBYY6cj2YarV?mKsrjij1ISK_gH5BELypaRW Scale = 1:50.7 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 2x4 2x4 3x4 3x4 6x6 3x4 4x6 3x4 6x6 3x4 3x4 2x4 2x42x4 2x4 2x4 2x4 2x4 2x4 2x4 7-8-0 7-8-0 0-7-11 0-7-11 1-7-3 0-11-8 2-5-1 0-9-14 3-2-13 0-9-11 3-10-0 0-7-3 4-5-3 0-7-3 5-2-15 0-9-11 6-0-13 0-9-14 7-0-5 0-11-8 7-8-0 0-7-11 1-2-21-8-52-7-03-5-124-6-25-4-151-2-29.56 12 11.19 12 13.06 12 15.31 12 18.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.07 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 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 7-8-0. (lb) - Max Horz20=-131(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 14, 18, 16, 15 except 19=-100(LC 6) Max Grav All reactions 250 lb or less at joint(s) 20, 14, 17, 18, 19, 16, 15 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 14, 18, 16, 15 except (jt=lb) 19=100. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss GE05 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287920 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-UcAl6bjaBYY6cj2YarV?mKspEigrIQN_gH5BELypaRW Scale = 1:83.5 1 2 3 4 5 6 7 13 12 11 10 9 8 2x4 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 -1-8-8 1-8-8 6-7-8 6-7-8 3-1-99-9-112.00 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) 0.29 0.28 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.02 0.00 0.01 (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: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-8: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 7-8 REACTIONS. All bearings 6-7-8. (lb) - Max Horz13=300(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 11 except 13=-372(LC 4), 12=-528(LC 5) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11 except 13=682(LC 5), 12=321(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-654/364 BOT CHORD 12-13=-267/192 WEBS 2-12=-280/576 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=372, 12=528. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287921 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-ypk7JwkDxsgzEtdk8Y0EJYO_K5021uC7vxqkmnypaRV Scale = 1:50.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 3x8 4x6 3x82x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 -1-2-8 1-2-8 8-0-0 8-0-0 16-0-0 8-0-0 0-9-96-1-90-9-98.00 12 Plate Offsets (X,Y)-- [15:0-4-4,0-1-8], [27:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.28 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 0.00 (loc) 1 2 18 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 12-8-8. (lb) - Max Horz27=155(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 24, 25, 26, 20, 19 except 27=-126(LC 4), 18=-103(LC 7) Max Grav All reactions 250 lb or less at joint(s) 27, 21, 22, 23, 24, 25, 26, 20, 19 except 18=438(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) 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) 22, 23, 24, 25, 26, 20, 19 except (jt=lb) 27=126, 18=103. 9) Non Standard bearing condition. Review required. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287922 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-ypk7JwkDxsgzEtdk8Y0EJYOqP54l1r_7vxqkmnypaRV Scale = 1:58.5 1 2 3 5 4 2x4 3x6 2x4 8x8 -1-8-8 1-8-8 1-7-8 1-7-8 7-9-58-10-58.00 12 Plate Offsets (X,Y)-- [4:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.90 0.04 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.03 0.00 0.01 (loc) 1 1-2 4 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5, 2-4 REACTIONS. (lb/size)5=242/1-7-8, 4=-24/1-7-8 Max Horz5=-261(LC 4) Max Uplift5=-748(LC 4), 4=-857(LC 5) Max Grav5=863(LC 5), 4=784(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-855/756 WEBS 2-4=-716/842 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) except (jt=lb) 5=748, 4=857. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss GE08 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287923 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-Q?IWXGkri9opr1CwhGXTrlxBqVQEmNOH8baIIEypaRU Scale = 1:16.4 1 2 3 5 4 3x8 2x4 2x4 -1-2-8 1-2-8 2-0-0 2-0-0 0-9-92-1-98.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.03 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size)5=182/2-0-0, 4=36/2-0-0 Max Horz5=63(LC 5) Max Uplift5=-50(LC 6), 4=-20(LC 5) Max Grav5=182(LC 1), 4=42(LC 4) 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. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss J01 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287924 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-Q?IWXGkri9opr1CwhGXTrlx5yVKYmNOH8baIIEypaRU Scale = 1:31.0 1 2 3 4 5 3x8 3x4 6-1-1 6-1-1 -1-2-8 1-2-8 6-1-1 6-1-1 0-8-34-2-133-9-144-2-137.00 12 Plate Offsets (X,Y)-- [2:0-3-8,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-M) 0.53 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.17 0.04 0.07 (loc) 5-8 5-8 4 5-8 l/defl >999 >421 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 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)4=156/Mechanical, 2=321/0-3-8, 5=77/Mechanical Max Horz2=139(LC 6) Max Uplift4=-70(LC 6), 2=-24(LC 6) Max Grav4=156(LC 1), 2=321(LC 1), 5=111(LC 2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss J02 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287925 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-Q?IWXGkri9opr1CwhGXTrlxAoVO8mNOH8baIIEypaRU Scale = 1:21.9 1 2 3 4 53x8 3x4 4-1-1 4-1-1 -1-2-8 1-2-8 4-1-1 4-1-1 0-8-33-0-137.00 12 Plate Offsets (X,Y)-- [2:0-3-8,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-M) 0.22 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.01 0.01 (loc) 5-8 5-8 2 5-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)4=101/Mechanical, 2=244/0-3-8, 5=50/Mechanical Max Horz2=103(LC 6) Max Uplift4=-45(LC 6), 2=-29(LC 6) Max Grav4=101(LC 1), 2=244(LC 1), 5=73(LC 2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss J03 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287926 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-uBrukclTTTwgTBn7Fz2iOzUN3vmNVqeQNFJrrgypaRT Scale = 1:15.0 1 2 3 4 5 3x6 3x4 2-1-1 2-1-1 -1-2-8 1-2-8 2-1-1 2-1-1 0-8-31-10-131-5-151-10-137.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-11] 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-M) 0.12 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 8 8 2 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)4=41/Mechanical, 2=175/0-3-8, 5=18/Mechanical Max Horz2=67(LC 6) Max Uplift4=-19(LC 6), 2=-38(LC 6) Max Grav4=41(LC 1), 2=175(LC 1), 5=32(LC 2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss J04 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287927 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-uBrukclTTTwgTBn7Fz2iOzUGivgnVqeQNFJrrgypaRT Scale = 1:31.0 1 2 3 4 5 3x8 3x4 6-1-1 6-1-1 -1-2-8 1-2-8 6-1-1 6-1-1 0-8-34-2-133-9-144-2-137.00 12 Plate Offsets (X,Y)-- [2:0-3-8,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-M) 0.53 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.17 0.04 0.07 (loc) 5-8 5-8 4 5-8 l/defl >999 >421 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 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)4=156/Mechanical, 2=321/0-3-8, 5=77/Mechanical Max Horz2=139(LC 6) Max Uplift4=-70(LC 6), 2=-24(LC 6) Max Grav4=156(LC 1), 2=321(LC 1), 5=111(LC 2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss J05 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287928 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-uBrukclTTTwgTBn7Fz2iOzUKuvjrVqeQNFJrrgypaRT Scale = 1:21.9 1 2 3 4 53x6 3x4 4-1-1 4-1-1 -1-2-8 1-2-8 4-1-1 4-1-1 0-8-33-0-137.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.01 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-4-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)4=110/Mechanical, 2=244/0-3-8, 5=40/Mechanical Max Horz2=98(LC 6) Max Uplift4=-60(LC 6), 2=-29(LC 6) Max Grav4=110(LC 1), 2=244(LC 1), 5=81(LC 2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss J06 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287929 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-uBrukclTTTwgTBn7Fz2iOzUN7vm5VqeQNFJrrgypaRT Scale = 1:15.0 1 2 3 4 5 3x6 3x4 2-1-1 2-1-1 -1-2-8 1-2-8 2-1-1 2-1-1 0-8-31-10-137.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-5-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)4=39/Mechanical, 2=175/0-3-8, 5=20/Mechanical Max Horz2=62(LC 6) Max Uplift4=-25(LC 6), 2=-39(LC 6) Max Grav4=39(LC 1), 2=175(LC 1), 5=41(LC 2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287930 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-MOPGyym5En2X5LMJphZxxA0TSJ4SEHuZbv3PN6ypaRS Scale: 1/2"=1' 1 2 5 3 4 3x4 3x6 1-8-4 1-8-4 -1-2-8 1-2-8 1-8-4 1-8-4 1-4-93-4-22-9-03-4-214.00 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) 0.40 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=178/0-3-8, 3=17/Mechanical, 4=8/Mechanical Max Horz5=142(LC 6) Max Uplift3=-49(LC 6), 4=-37(LC 6) Max Grav5=178(LC 1), 3=20(LC 4), 4=27(LC 2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287931 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-MOPGyym5En2X5LMJphZxxA0TSJ4SEHuZbv3PN6ypaRS Scale: 1/2"=1' 1 2 5 3 4 3x4 3x6 1-8-4 1-8-4 -1-2-8 1-2-8 1-8-4 1-8-4 1-4-93-4-214.00 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) 0.40 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=178/0-3-8, 3=17/Mechanical, 4=8/Mechanical Max Horz5=142(LC 6) Max Uplift3=-49(LC 6), 4=-37(LC 6) Max Grav5=178(LC 1), 3=20(LC 4), 4=27(LC 2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss M01 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287932 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-MOPGyym5En2X5LMJphZxxA0XaJ3?EDUZbv3PN6ypaRS Scale = 1:54.3 1 2 3 6 5 4 2x4 4x6 2x4 3x45x6 3x6 3-2-7 3-2-7 7-2-0 3-11-9 3-2-7 3-2-7 7-2-0 3-11-9 1-1-07-0-104-7-82-5-210.00 12 10.00 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) 0.14 0.20 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.04 0.02 (loc) 5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)6=275/0-3-8, 4=275/Mechanical Max Horz6=192(LC 6) Max Uplift4=-123(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-275/111, 1-2=-717/228 BOT CHORD 5-6=-282/85, 4-5=-293/465 WEBS 1-5=-118/518, 2-5=-178/340, 2-4=-477/303 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 6 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) except (jt=lb) 4=123. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss M02 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287933 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-raze9Inj?4AOiUxVNO5ATOZikjRzzk8jqZoyvZypaRR Scale = 1:25.4 1 2 4 3 2x4 2x4 2x4 2x4 2-3-8 2-3-8 2-3-8 2-3-8 0-10-143-6-153-3-70-3-83-6-1514.00 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) 0.18 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)4=80/0-3-8, 3=80/0-1-8 Max Horz4=83(LC 6) Max Uplift3=-76(LC 6) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss M03 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287934 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-raze9Inj?4AOiUxVNO5ATOZisjR1zk8jqZoyvZypaRR Scale = 1:24.7 1 2 4 3 2x4 2x4 2x4 2x4 2-11-6 2-11-6 2-11-6 2-11-6 1-0-73-5-153-2-70-3-83-5-1510.00 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) 0.17 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)4=106/0-3-8, 3=106/0-1-8 Max Horz4=81(LC 6) Max Uplift3=-61(LC 6) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss M04 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287935 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-raze9Inj?4AOiUxVNO5ATOZgwjNpzfzjqZoyvZypaRR Scale = 1:33.8 1 2 3 4 5 6 2x4 3x4 2x4 5x6 4-1-12 4-1-12 4-3-8 0-1-12 -1-2-8 1-2-8 5-2-13 5-2-13 10-5-0 5-2-3 0-5-94-9-104-6-20-3-84-9-105.00 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) 0.29 0.35 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.01 0.00 (loc) 5-6 5-6 5 2-6 l/defl >999 >765 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)2=411/0-3-8, 6=133/0-3-8, 5=347/0-1-8 Max Horz2=152(LC 6) Max Uplift2=-94(LC 6), 5=-91(LC 6) Max Grav2=411(LC 1), 6=253(LC 2), 5=347(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-490/118 BOT CHORD 2-6=-229/395, 5-6=-229/395 WEBS 3-5=-416/247 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss M05 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287936 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-JmX0MeoLmOIFKeVhw6cP0b5rM6i_i60s3DYVR?ypaRQ Scale = 1:33.8 1 2 3 4 53x4 2x4 2x4 5x6 4-1-12 4-1-12 4-3-8 0-1-12 5-2-13 5-2-13 10-5-0 5-2-3 0-5-94-9-104-6-20-3-84-9-105.00 12 Plate Offsets (X,Y)-- [1:0-1-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.36 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.01 0.02 (loc) 4-5 4-5 4 1-5 l/defl >999 >769 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=322/0-3-8, 5=137/0-3-8, 4=351/0-1-8 Max Horz1=137(LC 6) Max Uplift1=-79(LC 6), 4=-91(LC 6) Max Grav1=322(LC 1), 5=255(LC 2), 4=351(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-502/129 BOT CHORD 1-5=-245/410, 4-5=-245/410 WEBS 2-4=-433/266 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; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss M06 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287937 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-JmX0MeoLmOIFKeVhw6cP0b5h36iri5Ls3DYVR?ypaRQ Scale = 1:44.7 1 2 3 4 5 9 8 7 610 3x6 2x4 4x6 3x6 3x12 3x6 3x6 2x4 4-6-3 4-6-3 5-9-12 1-3-9 5-11-8 0-1-12 11-5-10 5-6-2 17-5-0 5-11-6 -1-7-0 1-7-0 8-8-15 8-8-15 17-5-0 8-8-1 0-5-126-3-64.00 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) 0.91 0.37 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.00 0.02 (loc) 6-7 6-7 6 2-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-3-8 except (jt=length) 6=Mechanical, 10=0-4-15. (lb) - Max Horz2=198(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 10, 9 Max Grav All reactions 250 lb or less at joint(s) 10 except 6=464(LC 1), 2=308(LC 1), 9=553(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-442/17, 4-5=-348/45, 5-6=-410/128 BOT CHORD 8-9=-181/483, 7-8=-181/483 WEBS 3-9=-760/164, 5-7=-90/445 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; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 10, 9. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss M07 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287938 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-JmX0MeoLmOIFKeVhw6cP0b5sV6mXiBOs3DYVR?ypaRQ Scale = 1:11.6 1 2 3 4 2x4 2x42x4 2-7-14 2-7-14 -1-7-0 1-7-0 2-7-14 2-7-14 0-5-121-4-64.00 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) 0.24 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2-4 2-4 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)4=57/0-4-3, 2=236/0-3-8 Max Horz2=46(LC 4) Max Uplift4=-18(LC 7), 2=-96(LC 4) Max Grav4=58(LC 2), 2=236(LC 1) 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; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) 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. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss M08 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287939 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-nz5Oa_ozXiQ6yo4uUp7eYpe13W4lRaG0HtH3_RypaRP Scale = 1:40.4 1 2 3 6 5 4 2x4 3x42x4 3x4 3x4 3x6 4-7-14 4-7-14 9-3-12 4-7-14 4-7-14 4-7-14 9-3-12 4-7-14 2-4-65-5-104.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.20 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)4=361/Mechanical, 6=361/0-3-8 Max Horz6=93(LC 4) Max Uplift4=-68(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-323/22, 1-6=-320/48 BOT CHORD 4-5=-109/272 WEBS 2-4=-341/137, 1-5=0/275 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss M09 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287940 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-nz5Oa_ozXiQ6yo4uUp7eYpexfW3IRTf0HtH3_RypaRP Scale = 1:43.6 1 2 3 7 6 5 4 3x4 3x42x4 3x6 2x4 3x8 4x6 2-9-14 2-9-14 2-11-10 0-1-12 8-3-2 5-3-8 13-11-14 5-8-12 6-11-15 6-11-15 13-11-14 6-11-15 1-5-116-1-104.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.29 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.01 0.01 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)4=454/Mechanical, 7=128/Mechanical, 6=513/0-3-8 Max Horz7=141(LC 4) Max Uplift4=-80(LC 4), 7=-19(LC 4), 6=-36(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-164/439, 4-5=-131/485 WEBS 2-6=-584/79, 2-5=0/266, 2-4=-528/142 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; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss M10 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287941 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-nz5Oa_ozXiQ6yo4uUp7eYpe0rW5HReE0HtH3_RypaRP Scale = 1:26.9 1 2 4 3 2x4 3x42x4 3x4 3-11-10 3-11-10 3-11-10 3-11-10 2-6-103-10-63.97 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.16 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)3=147/Mechanical, 4=147/Mechanical Max Horz4=38(LC 4) Max Uplift3=-42(LC 4) 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss M11 Truss Type Monopitch Qty 5 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287942 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-F9fnnKpcI?YzZyf42Wet50B5DwTiA_R9WX1cWtypaRO Scale = 1:58.5 1 2 3 5 4 2x4 8x8 2x4 3x6 1-7-8 1-7-8 -1-8-8 1-8-8 1-7-8 1-7-8 7-9-58-10-58.00 12 Plate Offsets (X,Y)-- [4:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.61 0.02 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5 REACTIONS. (lb/size)4=-24/Mechanical, 5=242/0-5-8 Max Horz5=198(LC 6) Max Uplift4=-739(LC 6), 5=-236(LC 4) Max Grav4=272(LC 4), 5=672(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-1043/244 WEBS 2-4=-250/1212 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=739, 5=236. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287943 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-F9fnnKpcI?YzZyf42Wet50BDJwT9A5t9WX1cWtypaRO Scale = 1:25.4 1 2 34 3x8 2x4 2x4 2-3-8 2-3-8 2-3-8 2-3-8 0-10-143-6-1514.00 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) 0.09 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1 1-3 1 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud WEDGE Left: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=118/0-3-8, 3=142/Mechanical Max Horz1=91(LC 5) Max Uplift1=-4(LC 3), 3=-115(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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=115. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 71 lb up at 1-4-4 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 4=-88 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34287944 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-F9fnnKpcI?YzZyf42Wet50BDuwSQA4x9WX1cWtypaRO Scale = 1:34.9 1 2 3 4 6 5 7 8 9 10 11 12 2x4 4x63x4 3x4 2x4 4-11-3 4-11-3 9-11-4 5-0-1 -1-8-8 1-8-8 4-11-3 4-11-3 9-11-4 5-0-1 0-8-34-9-64.95 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=636/Mechanical, 2=575/0-4-3 Max Horz2=153(LC 11) Max Uplift5=-121(LC 5), 2=-93(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-736/59, 3-7=-626/59 BOT CHORD 2-10=-121/617, 6-10=-121/617, 6-11=-121/617, 11-12=-121/617, 5-12=-121/617 WEBS 3-6=0/292, 3-5=-666/131 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 5=121. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 14 lb up at 2-10-6, 49 lb down and 11 lb up at 2-10-6, 59 lb down and 58 lb up at 5-8-6, 57 lb down and 43 lb up at 5-8-6, and 76 lb down and 68 lb up at 8-6-5, and 76 lb down and 68 lb up at 8-6-5 on top chord, and at 2-10-6, 3 lb down at 2-10-6, 24 lb down at 5-8-6, 21 lb down at 5-8-6, and 58 lb down at 8-6-5, and 58 lb down at 8-6-5 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=-41(F=-16, B=-25) 9=-152(F=-76, B=-76) 10=-2(F) 11=-33(F=-21, B=-12) 12=-101(F=-51, B=-51) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss MG03 Truss Type Monopitch Girder Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287945 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-jLD9?gqE3JhqB6EGcE96dEjOGKpSvVEJlBmA2KypaRN Scale = 1:30.1 1 2 3 6 5 4 2x4 4x6 2x4 4x6 6x6 3x6 2-0-1 2-0-1 4-0-0 1-11-15 2-0-1 2-0-1 4-0-0 1-11-15 1-0-114-4-112-11-91-5-210.00 12 10.00 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) 0.08 0.05 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SP 2400F 2.0E *Except* 4-5: 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)6=284/0-3-8, 4=288/Mechanical Max Horz6=110(LC 5) Max Uplift4=-91(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-265/57, 1-2=-581/94 BOT CHORD 4-5=-127/369 WEBS 1-5=-39/449, 2-5=-102/456, 2-4=-428/147 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 6 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) 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 275 lb down and 27 lb up at 2-0-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 5-6=-20, 4-5=-20 Concentrated Loads (lb) Vert: 5=-275(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss MG04 Truss Type Monopitch Girder Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287946 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-jLD9?gqE3JhqB6EGcE96dEjKBKoAvYEJlBmA2KypaRN Scale = 1:30.1 1 2 3 6 5 4 3x12 2x4 3x4 5x6 3x6 2-0-1 2-0-1 4-0-0 1-11-15 2-0-1 2-0-1 4-0-0 1-11-15 1-0-114-4-112-11-91-5-210.00 12 10.00 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) 0.34 0.07 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 BOT CHORD2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)6=260/0-3-8, 4=259/Mechanical Max Horz6=98(LC 5) Max Uplift4=-57(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-307/65, 1-2=-297/60 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 6 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) 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-120(F=-60), 5-6=-20, 4-5=-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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss MG06 Truss Type Monopitch Girder Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287947 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-jLD9?gqE3JhqB6EGcE96dEjMmKpdvY7JlBmA2KypaRN Scale = 1:18.3 1 2 3 5 4 2x4 2x4 3x4 2x4 1-10-8 1-10-8 -1-8-8 1-8-8 1-10-8 1-10-8 1-1-92-4-92-1-10-3-82-4-98.00 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) 0.24 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size)5=331/0-3-8, 4=-51/0-1-8 Max Horz5=86(LC 6) Max Uplift5=-71(LC 6), 4=-51(LC 1) Max Grav5=331(LC 1), 4=10(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-307/119 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 5 lb up at -1-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-42(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss PB01 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287948 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-BYnXC?rsqdphpGpT9xgLARGZ9k9ue?rS_rWjbmypaRM Scale = 1:18.1 1 2 3 4 5 6 7 10 9 8 4x8 4x8 2x4 2x42x4 2x4 2x4 2x4 8-10-2 8-10-2 8-10-2 8-10-2 0-5-31-4-91-6-140-1-80-5-30-1-81-3-112.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [3:0-4-0,0-0-15], [5:0-4-0,0-0-15], [6:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 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 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 7-8-12. (lb) - Max Horz2=17(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 2, 6, 9, 10, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287949 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-BYnXC?rsqdphpGpT9xgLARGZ8k9Ze?zS_rWjbmypaRM Scale = 1:20.8 1 2 3 4 5 6 8 7 4x8 4x8 2x4 2x42x4 2x4 8-10-2 8-10-2 8-10-2 8-10-2 0-5-32-7-32-9-80-1-80-5-30-1-82-5-1112.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [3:0-4-0,0-0-15], [4:0-4-0,0-0-15], [5:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 5 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 7-8-12. (lb) - Max Horz2=35(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 8, 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 2, 5, 8, 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss PB03 Truss Type Piggyback Qty 5 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287950 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-fkKvQLrUbwxYQPOfjfBajfpkX7U8NS1bCVFG7CypaRL Scale = 1:36.1 1 2 3 45 6 4x6 3x4 3x4 2x4 8-10-2 8-10-2 4-5-1 4-5-1 8-10-2 4-5-1 0-5-34-5-10-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-6], [4:0-4-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.10 0.04 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 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 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. (lb/size)2=134/7-8-12, 4=134/7-8-12, 6=172/7-8-12 Max Horz2=-62(LC 4) Max Uplift2=-17(LC 6), 4=-21(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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss PB04 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287951 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-fkKvQLrUbwxYQPOfjfBajfplB7VyNSEbCVFG7CypaRL Scale = 1:22.5 1 2 3 4 5 6 8 7 4x8 4x8 2x4 2x42x4 2x4 8-10-2 8-10-2 8-10-2 8-10-2 0-5-32-9-123-0-10-1-80-5-30-1-82-8-412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [3:0-4-0,0-0-15], [4:0-4-0,0-0-15], [5:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.05 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 6 5 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 7-8-12. (lb) - Max Horz2=-39(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 8, 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 2, 5, 8, 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss PB05 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287952 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-fkKvQLrUbwxYQPOfjfBajfpkp7V5NS4bCVFG7CypaRL Scale = 1:18.1 1 2 3 4 5 6 7 10 9 8 4x8 4x8 2x4 2x42x4 2x4 2x4 2x4 8-10-2 8-10-2 8-10-2 8-10-2 0-5-31-3-11-5-60-1-80-5-30-1-81-1-912.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [3:0-4-0,0-0-15], [5:0-4-0,0-0-15], [6:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 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 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 7-8-12. (lb) - Max Horz2=-15(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 2, 6, 9, 10, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss PB06 Truss Type Piggyback Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287953 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-7wuHdhs6ME3P2ZzrHMjpFsLvxXpo6vTlR9?qffypaRK Scale = 1:21.8 1 2 3 4 5 6 4x6 2x4 2x42x4 6-2-9 6-2-9 3-1-4 3-1-4 6-2-9 3-1-4 0-4-132-7-10-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] 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) 0.11 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 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: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 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. (lb/size)2=143/4-11-7, 4=143/4-11-7, 6=157/4-11-7 Max Horz2=-50(LC 4) Max Uplift2=-31(LC 6), 4=-36(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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss PB07 Truss Type GABLE Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287954 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-7wuHdhs6ME3P2ZzrHMjpFsLvxXq76v5lR9?qffypaRK Scale = 1:21.8 1 2 3 4 5 6 7 9 8 4x6 5x6 3x4 2x4 2x42x4 2x4 7-1-0 7-1-0 3-1-4 3-1-4 7-1-0 3-11-12 0-4-132-7-11-2-00-1-80-4-130-1-81-0-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [5:0-2-0,Edge], [6:0-2-1,0-1-0] 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) 0.11 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 7 7 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 3-4: 2x6 SP No.1 BOT CHORD2x4 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 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 5-9-14. (lb) - Max Horz2=50(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 8. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss PB08 Truss Type Piggyback Qty 25 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287955 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-c7Sgr1tk7XBGgjY2r4E2o4u3yx9brMdugpkNB5ypaRJ Scale = 1:24.6 1 2 3 4 5 6 4x6 2x4 2x42x4 7-1-0 7-1-0 3-6-8 3-6-8 7-1-0 3-6-8 0-4-132-11-70-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] 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) 0.16 0.10 0.03 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 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. (lb/size)2=164/5-9-14, 4=164/5-9-14, 6=185/5-9-14 Max Horz2=-59(LC 4) Max Uplift2=-34(LC 6), 4=-39(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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T01 Truss Type ROOF SPECIAL Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287956 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-c7Sgr1tk7XBGgjY2r4E2o4u1gx7YrKXugpkNB5ypaRJ Scale = 1:43.6 1 2 3 4 5 6 7 8 12 11 10 9 2x4 6x6 6x6 2x4 2x44x6 4x8 4x6 4x6 4x6 4x6 2x4 4-2-6 4-2-6 9-8-10 5-6-4 13-11-0 4-2-6 -1-8-8 1-8-8 4-2-6 4-2-6 9-8-10 5-6-4 13-11-0 4-2-6 15-7-8 1-8-8 1-1-95-10-76-0-61-1-95-10-78.00 12 14.00 12 Plate Offsets (X,Y)-- [2:0-5-5,0-4-8], [4:0-3-15,0-3-0], [5:0-3-15,0-3-0], [6:0-5-6,0-4-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.23 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.07 0.00 0.00 (loc) 10-11 10-11 9 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3, 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 3, 7 REACTIONS. (lb/size)12=656/0-3-8, 9=656/0-3-8 Max Horz12=-150(LC 4) Max Uplift12=-65(LC 6), 9=-65(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-515/83, 4-5=-279/119, 5-6=-515/83, 6-9=-627/141, 2-12=-626/142 BOT CHORD 10-11=-66/278 WEBS 2-11=-35/304, 6-10=-39/304 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T02 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287957 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-4J022NuMurJ6It7EOnlHKHR5uLQaalj2uTUxkXypaRI Scale = 1:34.4 2 3 5 7 1 4 6 8 12 11 10 9 5x6 4x8 2x4 2x43x8 3x4 4x6 4x6 4x6 4x6 2x4 2x4 2-9-4 2-9-4 11-1-13 8-4-9 13-11-0 2-9-3 -1-8-8 1-8-8 0-0-1 0-0-1 2-9-4 2-9-3 11-1-13 8-4-9 13-11-0 2-9-3 13-11-1 0-0-1 15-7-8 1-8-7 1-1-84-2-64-4-51-1-94-2-614.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-5-7,0-4-7], [3:0-4-0,0-3-0], [5:0-1-12,0-2-4], [7:0-5-4,0-4-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.44 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.22 0.00 0.01 (loc) 10-11 10-11 9 10-11 l/defl >999 >738 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11: 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.): 3-5, 2-4, 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (lb/size)12=656/0-3-8, 9=656/0-3-8 Max Horz12=109(LC 5) Max Uplift12=-61(LC 6), 9=-61(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-520/78, 3-5=-337/91, 5-7=-520/78, 7-9=-664/124, 2-12=-664/124 BOT CHORD 10-11=-27/337 WEBS 2-11=-33/428, 7-10=-35/427 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T03 Truss Type Common Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287958 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-4J022NuMurJ6It7EOnlHKHR7TLQfaic2uTUxkXypaRI Scale = 1:97.2 1 2 3 4 5 6 12 11 10 9 8 713 14 3x8 4x6 3x6 2x4 3x6 3x6 3x6 3x8 3x6 4x6 3x4 5x6 5-9-0 5-9-0 12-0-14 6-3-14 18-4-12 6-3-14 25-3-15 6-11-3 5-9-0 5-9-0 12-0-14 6-3-14 18-4-12 6-3-14 25-3-15 6-11-3 2-7-312-7-151-7-610.00 12 Plate Offsets (X,Y)-- [6:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.43 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.15 0.02 0.02 (loc) 8-9 7-8 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-9,3-9,4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 4-9 REACTIONS. (lb/size)12=1123/Mechanical, 7=1112/Mechanical Max Horz12=-251(LC 4) Max Uplift12=-30(LC 7), 7=-30(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1077/111, 2-3=-911/205, 3-4=-915/208, 4-5=-1083/115, 5-6=-1236/85, 1-12=-1081/94, 6-7=-1054/98 BOT CHORD 11-12=-235/261, 11-13=-66/760, 10-13=-66/760, 9-10=-66/760, 9-14=0/861, 8-14=0/861 WEBS 2-9=-285/166, 3-9=-143/660, 4-9=-419/180, 1-11=-1/792, 6-8=0/772 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T04 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287959 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-YVaQFjv?e9Rzv1hQyVGWtVzLFljrJ5UB77DUGzypaRH Scale = 1:97.2 1 2 3 4 5 6 7 13 12 11 10 9 814 15 16 3x8 5x6 5x6 2x4 2x4 3x6 3x6 3x6 3x8 3x6 5x12 3x6 4x8 5-9-0 5-9-0 12-0-14 6-3-14 22-1-7 10-0-9 22-11-14 0-10-7 25-3-15 2-4-1 5-9-0 5-9-0 12-0-14 6-3-14 17-1-3 5-0-4 22-1-7 5-0-4 22-11-14 0-10-7 25-3-15 2-4-1 2-7-34-1-312-7-152-4-24-1-310.00 12 Plate Offsets (X,Y)-- [6:0-2-8,0-2-0] 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) 0.43 0.63 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.63 0.02 0.03 (loc) 9-10 9-10 8 9-10 l/defl >944 >480 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 3-5: 2x6 SP No.1 BOT CHORD2x4 SPF No.2 *Except* 8-11: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 2-10,3-10,4-10,4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 4-10 REACTIONS. (lb/size)13=1148/Mechanical, 8=1170/Mechanical Max Horz13=-235(LC 4) Max Uplift13=-29(LC 7), 8=-31(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1092/112, 2-3=-971/199, 3-4=-939/208, 4-5=-1240/176, 5-6=-877/62, 1-13=-1094/95 BOT CHORD 12-14=-70/771, 11-14=-70/771, 10-11=-70/771, 10-15=-1/817, 15-16=-1/817, 9-16=-1/817, 8-9=-10/684 WEBS 3-10=-147/761, 4-10=-358/199, 5-9=-845/151, 1-12=-3/799, 6-8=-1384/5, 6-9=-10/1071 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T05 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287960 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-YVaQFjv?e9Rzv1hQyVGWtVzNElriJELB77DUGzypaRH Scale = 1:38.2 2 3 5 1 4 8 7 6 4x10 2x4 2x4 2x4 4x6 3x4 2x4 3x4 3-2-4 3-2-4 6-0-9 2-10-5 -1-8-7 1-8-7 3-2-4 3-2-4 6-0-9 2-10-5 1-1-84-8-34-10-34-4-110-3-84-8-314.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-6-3,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.30 0.13 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 7 7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5, 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)8=359/0-3-8, 6=212/0-1-8 Max Horz8=146(LC 5) Max Uplift8=-53(LC 6), 6=-59(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-313/144 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. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T06 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287961 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-YVaQFjv?e9Rzv1hQyVGWtVzNYlqbJCNB77DUGzypaRH Scale = 1:48.9 2 4 5 1 3 8 7 6 5x6 2x4 2x4 4x6 6x16 2x4 5x6 4-7-7 4-7-7 6-0-9 1-5-2 -1-8-7 1-8-7 4-7-7 4-7-7 6-0-9 1-5-2 1-1-86-4-36-6-36-0-110-3-86-4-314.00 12 8.00 12 Plate Offsets (X,Y)-- [2:1-1-4,0-2-4], [4:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.28 0.13 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.00 (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: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 5, 3 REACTIONS. (lb/size)8=359/0-3-8, 6=212/0-1-8 Max Horz8=197(LC 5) Max Uplift8=-35(LC 6), 6=-92(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-317/123 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. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T07 Truss Type ROOF SPECIAL Qty 9 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287962 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-0h8oT3vdPSZqXBGcWCnlQiWWm89u2grKMnz1oQypaRG Scale = 1:59.8 2 3 1 4 6 5 3x6 3x4 10x16 2x4 5x6 6-0-9 6-0-9 -1-8-7 1-8-7 6-0-9 6-0-9 1-1-80-11-107-8-134-8-10-3-88-2-314.00 12 8.00 12 Plate Offsets (X,Y)-- [2:1-1-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.19 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 -0.00 0.00 (loc) 5-6 5-6 5 5-6 l/defl >999 >673 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (lb/size)6=359/0-3-8, 5=212/0-1-8 Max Horz6=275(LC 6) Max Uplift5=-169(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-298/0 BOT CHORD 5-6=-319/80 WEBS 2-5=-73/329 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=169. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T08 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287963 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-0h8oT3vdPSZqXBGcWCnlQiWb48BP2ifKMnz1oQypaRG Scale = 1:23.1 1 2 3 4 5 4x6 2x4 4x63x4 1-6-13 1-6-13 3-1-9 1-6-13 -1-0-8 1-0-8 0-8-2 0-8-2 3-1-9 2-5-7 0-8-31-1-103-2-38.00 12 10.00 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) 0.10 0.10 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-5 2-5 5 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 *Except* 3-4: 2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=99/Mechanical, 2=200/0-3-8 Max Horz2=103(LC 6) Max Uplift5=-41(LC 6), 2=-16(LC 6) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287964 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-UuiAgPwFAmhh9Krp4vI_yw3fhYMFn_cUbRibKsypaRF Scale = 1:86.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 4x6 5x8 6x6 4x6 4x8 3x4 3x6 5x8 3x8 3x6 5x12 3x6 4x6 3x6 3x4 3x8 8-11-10 8-11-10 15-2-3 6-2-9 21-7-4 6-5-2 26-6-15 4-11-11 28-7-0 2-0-1 -1-8-8 1-8-8 3-6-0 3-6-0 8-11-10 5-5-10 15-2-3 6-2-9 15-9-2 0-7-0 16-7-10 0-10-7 21-7-4 4-11-11 26-6-15 4-11-11 28-7-0 2-0-1 2-7-310-0-149-4-1211-6-01-0-111-5-210-0-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-0], [5:0-6-4,0-2-0], [6:0-2-12,Edge], [7:0-3-0,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.83 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.46 0.17 0.05 (loc) 16-17 16-17 11 12-13 l/defl >999 >732 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 5-6: 2x6 SP No.1 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-16,5-16,5-14,6-14,7-14,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-11 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-14, 3-17 REACTIONS. (lb/size)11=1201/0-3-8, 17=1391/0-3-8 Max Horz17=-268(LC 4) Max Uplift11=-45(LC 7), 17=-75(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1175/191, 4-5=-825/195, 5-6=-943/200, 6-7=-937/189, 7-8=-1278/198, 8-9=-1722/153, 9-10=-2817/176, 10-11=-1180/78 BOT CHORD 17-18=-164/696, 18-19=-164/696, 16-19=-164/696, 15-16=-19/937, 15-20=-19/937, 20-21=-19/937, 14-21=-19/937, 13-14=0/1280, 12-13=-96/2040 WEBS 4-16=-6/360, 5-16=-284/105, 5-14=-77/335, 7-14=-53/376, 8-14=-484/133, 8-13=0/373, 9-13=-779/122, 9-12=0/713, 10-12=-111/2198, 3-17=-1219/26 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 17. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T10 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287965 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-UuiAgPwFAmhh9Krp4vI_yw3kDYTRn4BUbRibKsypaRF Scale = 1:85.0 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 3x4 10x10 4x6 4x6 6x6 6x6 4x6 4x6 4x6 3x45x6 3x64x6 3x6 3x8 3x6 3x6 3x6 3x6 3x6 1-1-8 1-1-8 1-2-4 0-0-11 1-5-12 0-3-8 2-11-10 1-5-14 7-0-0 4-0-6 10-11-11 3-11-11 12-1-1 1-1-6 13-2-7 1-1-6 17-2-2 3-11-11 19-9-13 2-7-11 21-9-4 1-11-7 21-9-15 0-0-11 22-11-7 1-1-8 1-1-8 1-1-8 2-1-13 1-0-5 3-1-11 0-11-13 7-0-0 3-10-5 10-11-11 3-11-11 12-1-1 1-1-6 13-2-7 1-1-6 17-2-2 3-11-11 19-9-13 2-7-11 20-9-10 0-11-13 21-9-15 1-0-5 22-11-7 1-1-8 0-4-91-0-111-10-72-10-104-3-123-3-92-5-1312-0-50-4-91-5-211-10-67.2512 9.50 12 12.3112 14.00 12 11.50 12 Plate Offsets (X,Y)-- [2:0-4-8,0-8-10], [6:0-3-15,0-3-0], [7:0-3-15,0-3-0] 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) 0.21 0.37 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.08 0.03 (loc) 19 19-20 13 19-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-17,7-16,7-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-17 REACTIONS. (lb/size)21=940/0-3-8, 13=896/0-3-8 Max Horz21=274(LC 5) Max Uplift21=-22(LC 6), 13=-24(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1548/238, 4-5=-995/105, 5-6=-734/195, 7-8=-719/190, 8-9=-866/113, 9-10=-850/84, 6-7=-409/171 BOT CHORD 20-21=-432/611, 19-20=-356/1059, 18-19=-129/601, 17-18=-129/601, 16-17=-30/403, 15-16=0/547, 14-15=-0/606, 13-14=-13/548 WEBS 3-21=-1284/168, 4-20=-243/387, 4-19=-476/236, 5-19=-17/276, 5-17=-332/189, 10-13=-785/32, 3-20=-79/657, 6-17=-88/308, 7-16=-92/274 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 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 13. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T11 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287966 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-y4GZukxtx4pYmUQ?ddqDV7btVypmWVWdp5S8tIypaRE Scale = 1:103.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x4 10x10 4x6 4x6 4x6 4x6 4x6 4x6 3x45x6 3x6 4x6 3x6 3x8 3x6 3x6 3x6 3x6 1-1-8 1-1-8 1-2-4 0-0-11 1-5-12 0-3-8 2-11-10 1-5-14 7-0-0 4-0-6 12-1-1 5-1-1 17-2-2 5-1-1 19-9-13 2-7-11 21-9-4 1-11-7 21-9-15 0-0-11 22-11-7 1-1-8 1-1-8 1-1-8 2-1-13 1-0-5 3-1-11 0-11-13 7-0-0 3-10-5 12-1-1 5-1-1 17-2-2 5-1-1 19-9-13 2-7-11 20-9-10 0-11-13 21-9-15 1-0-5 22-11-7 1-1-8 0-4-91-0-111-10-72-10-104-3-123-3-92-5-1313-3-140-4-91-5-27.25 12 9.50 1212.31 12 14.00 12 11.50 12 Plate Offsets (X,Y)-- [2:0-4-8,0-8-10], [6: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) 0.36 0.36 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.09 0.08 0.03 (loc) 17 15-17 12 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 121 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-19 8-8-14 oc bracing: 18-19. REACTIONS. (lb/size)19=940/0-3-8, 12=896/0-3-8 Max Horz19=307(LC 5) Max Uplift19=-29(LC 7), 12=-36(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1543/255, 4-5=-981/99, 5-6=-691/187, 6-7=-689/189, 7-8=-866/106, 8-9=-850/81 BOT CHORD 18-19=-459/677, 17-18=-351/1052, 16-17=-126/608, 15-16=-126/608, 14-15=0/556, 13-14=-8/602, 12-13=-17/548 WEBS 3-19=-1284/185, 4-18=-267/435, 4-17=-461/233, 5-17=-9/293, 5-15=-355/209, 6-15=-173/574, 7-15=-283/182, 9-12=-784/33, 3-18=-79/649 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) 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) 19, 12. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287967 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-y4GZukxtx4pYmUQ?ddqDV7bqCyh5WSadp5S8tIypaRE Scale = 1:85.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 4x6 4x8 3x6 4x8 3x4 3x6 5x8 3x8 3x6 3x6 3x6 4x6 3x6 3x4 3x8 8-11-10 8-11-10 16-0-10 7-1-0 21-3-13 5-3-3 26-6-15 5-3-3 28-7-0 2-0-1 -1-8-8 1-8-8 3-6-0 3-6-0 8-11-10 5-5-10 16-0-10 7-1-0 21-3-13 5-3-3 26-6-15 5-3-3 28-7-0 2-0-1 2-7-310-0-1411-6-01-0-111-5-210-0-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.58 0.85 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.45 0.17 0.05 (loc) 15-16 15-16 10 11-12 l/defl >999 >756 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 147 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-15,5-15,5-13,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-3 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 3-16 REACTIONS. (lb/size)10=1218/0-3-8, 16=1402/0-3-8 Max Horz16=-267(LC 4) Max Uplift10=-41(LC 7), 16=-75(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1188/191, 4-5=-837/196, 5-6=-1324/210, 6-7=-1569/156, 7-8=-1726/134, 8-9=-2876/178, 9-10=-1196/75 BOT CHORD 16-17=-163/701, 17-18=-163/701, 15-18=-163/701, 14-15=-4/943, 14-19=-4/943, 13-19=-4/943, 12-13=0/1278, 11-12=-100/2087 WEBS 4-15=-0/335, 5-15=-253/103, 5-13=-40/570, 6-13=-484/148, 6-12=0/356, 8-12=-826/128, 8-11=0/736, 9-11=-115/2253, 3-16=-1230/24 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 16. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T13 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287968 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-QGpx54yViNxPOe?BBKLS1L8?NM1WFvwn2kBhPlypaRD Scale = 1:78.6 1 2 3 4 5 6 7 8 15 14 13 12 11 10 916 17 18 4x6 4x8 5x12 2x4 4x63x63x8 3x6 3x6 3x6 4x6 2x4 3x4 3x8 8-11-10 8-11-10 16-0-10 7-1-0 21-2-6 5-1-12 26-4-1 5-1-12 28-7-0 2-2-15 -1-8-8 1-8-8 3-6-0 3-6-0 8-11-10 5-5-10 16-0-10 7-1-0 21-2-6 5-1-12 26-4-1 5-1-12 28-7-0 2-2-15 2-7-31-6-010-0-141-6-010-0-1410.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.77 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.45 0.07 0.04 (loc) 14-15 14-15 9 10-11 l/defl >999 >761 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 145 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-14,5-14,5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-1 max.): 4-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 3-15 REACTIONS. (lb/size)9=1218/Mechanical, 15=1402/0-3-8 Max Horz15=245(LC 5) Max Uplift15=-75(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1188/191, 4-5=-837/196, 5-6=-1321/213, 6-7=-1710/157 BOT CHORD 15-16=-147/701, 16-17=-147/701, 14-17=-147/701, 14-18=0/942, 13-18=0/942, 12-13=0/942, 11-12=-51/1269, 10-11=-146/1983, 9-10=-139/1986 WEBS 4-14=0/335, 5-14=-253/103, 5-12=-33/573, 6-12=-481/136, 6-11=0/351, 7-11=-733/97, 7-9=-2211/155, 3-15=-1230/24 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287969 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-uTNJJQy7Th3G0oaOl2shaYhAUmSM_LBwHOxFxBypaRC Scale = 1:76.5 12 3 4 5 6 13 12 11 10 9 8 7 14 15 6x10 4x8 4x6 2x4 4x6 5x12 2x4 3x6 4x8 3x8 3x8 7-2-0 7-2-0 12-8-6 5-6-6 17-10-1 5-1-12 20-1-0 2-2-15 0-5-10 0-5-10 7-2-0 6-8-6 7-6-10 0-4-10 12-8-6 5-1-12 17-10-1 5-1-12 20-1-0 2-2-15 7-8-38-0-140-6-010-0-141-6-02-0-010-0-1410.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-0], [3:0-4-0,0-1-4], [8:0-3-8,0-1-8] 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) 0.52 0.48 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.30 0.02 0.02 (loc) 12-13 12-13 7 8-9 l/defl >999 >781 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-6 max.): 2-3, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 2-13 REACTIONS. (lb/size)7=808/Mechanical, 13=914/Mechanical Max Horz13=-177(LC 7) Max Uplift13=-78(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-525/81, 3-4=-773/54, 4-5=-1031/35, 5-6=-1203/20, 6-7=-766/17 BOT CHORD 8-9=-28/1286 WEBS 2-12=-96/707, 5-8=-691/66, 6-8=-23/1367, 5-9=-571/73, 9-12=0/797, 4-12=-262/147, 2-13=-888/238 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 1 = 12% 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T15 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287970 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-uTNJJQy7Th3G0oaOl2shaYh5JmML_IswHOxFxBypaRC Scale = 1:80.3 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 3x4 5x12 4x8 4x8 5x12 2x4 4x6 6x16 3x4 2x4 5x8 3x6 3x6 5x12 2x4 5x8 3-2-7 3-2-7 11-3-10 8-1-3 18-0-0 6-8-6 23-6-6 5-6-6 28-8-1 5-1-12 30-11-0 2-2-15 3-2-7 3-2-7 7-3-1 4-0-9 11-3-10 4-0-9 18-0-0 6-8-6 18-4-10 0-4-10 23-6-6 5-1-12 28-8-1 5-1-12 30-11-0 2-2-15 1-1-01-11-210-6-01-6-00-5-22-0-02-0-010-0-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [4:0-6-0,0-1-12], [5:0-4-0,0-1-4], [14:0-2-4,0-3-0], [17:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.86 0.86 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.74 0.58 0.18 (loc) 14-15 15-16 9 15-16 l/defl >999 >494 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 152 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-16,3-16,4-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-14 max.): 4-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 4-14 REACTIONS. (lb/size)17=1306/0-3-8, 9=1286/Mechanical Max Horz17=234(LC 5) Max Uplift17=-29(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1365/143, 1-2=-4560/325, 2-3=-4461/462, 3-4=-1737/205, 4-5=-1288/204, 5-6=-1754/210, 6-7=-1834/163 BOT CHORD 16-17=-305/322, 15-16=-152/1687, 15-18=-64/1280, 14-18=-64/1280, 5-14=-14/697, 10-11=-154/2093, 9-10=-147/2094 WEBS 1-16=-192/3655, 3-16=-386/2560, 3-15=-592/189, 4-15=-30/727, 7-9=-2330/164, 7-11=-748/100, 11-14=-60/1438 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) Refer to girder(s) for truss to truss connections. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287971 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-NfxhWmzlE?B7dy9aJlNw7mDEw9jLjlr4V2goTdypaRB Scale = 1:81.6 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 21 6x6 5x6 5x6 6x8 4x6 2x4 3x4 3x6 3x4 4x6 3x8 4x8 3x6 5x12 4x10 4x10 6x6 5x8 6-4-6 6-4-6 12-1-4 5-8-14 14-3-10 2-2-6 21-0-0 6-8-6 26-6-6 5-6-6 31-8-1 5-1-12 33-11-0 2-2-15 -1-2-8 1-2-8 6-4-6 6-4-6 12-1-4 5-8-14 14-3-10 2-2-6 21-0-0 6-8-6 21-4-10 0-4-10 26-6-6 5-1-12 31-8-1 5-1-12 33-11-0 2-2-15 0-11-46-0-98-0-140-6-010-0-141-6-02-0-010-0-1410.00 12 Plate Offsets (X,Y)-- [3:0-3-4,Edge], [5:0-4-4,0-2-0], [6:0-4-0,0-1-4], [11:0-3-8,0-2-0], [15:0-5-12,Edge], [17:0-3-8,0-1-8] 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) 0.99 0.81 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.44 0.12 0.07 (loc) 15-16 15-16 10 15-16 l/defl >999 >919 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 4-5: 2x6 SP No.1 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-16,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-3 max.): 3-4, 5-6, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 6-16 REACTIONS. (lb/size)10=1431/Mechanical, 20=1491/0-3-8 Max Horz20=218(LC 5) Max Uplift20=-95(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1758/162, 3-4=-1916/223, 4-5=-2091/258, 5-6=-1585/224, 6-7=-2074/226, 7-8=-2084/188, 8-9=-2190/171, 9-10=-1367/100, 2-20=-1433/179 BOT CHORD 19-20=-257/315, 18-19=-71/1258, 17-18=-71/1258, 16-17=-26/1931, 16-21=0/1537, 15-21=0/1539, 6-15=-17/875, 11-12=-160/2351 WEBS 3-17=-83/948, 4-17=-666/93, 4-16=-976/156, 5-16=-67/1026, 7-12=-290/58, 8-11=-1323/153, 9-11=-179/2508, 8-12=-814/117, 2-19=-95/964, 12-15=-45/1662 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287972 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-rrV3j6_O?IJ_F6kmsTu9fzmUhZ29SCpDkiQM03ypaRA Scale = 1:87.6 1 2 3 4 5 6 7 8 9 10 1122 21 20 19 18 17 16 15 14 13 12 23 24 6x6 5x6 5x6 6x8 3x6 5x6 3x4 3x6 3x4 5x8 3x6 3x6 4x8 3x6 6x16 3x8 3x4 5x8 4x6 3x8 7-10-4 7-10-4 13-7-2 5-8-14 14-3-10 0-8-8 21-0-0 6-8-6 26-7-13 5-7-13 31-10-15 5-3-3 33-11-0 2-0-1 -1-2-8 1-2-8 3-0-0 3-0-0 7-10-4 4-10-4 13-7-2 5-8-14 14-3-10 0-8-8 21-0-0 6-8-6 21-4-10 0-4-10 26-7-13 5-3-3 31-10-15 5-3-3 33-11-0 2-0-1 0-11-47-3-78-0-1411-6-01-0-113-5-210-0-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-3-4,Edge], [6:0-4-4,0-2-0], [7:0-4-0,0-1-4], [17:0-5-8,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) 0.67 0.84 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.44 0.27 0.07 (loc) 17-18 17-18 12 19 l/defl >999 >923 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 184 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 5-6: 2x6 SP No.1 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-19,7-18,11-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-12 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 7-18, 5-18 REACTIONS. (lb/size)12=1458/0-3-8, 22=1567/0-3-8 Max Horz22=-247(LC 4) Max Uplift12=-47(LC 7), 22=-93(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-289/12, 3-4=-1780/183, 4-5=-1747/217, 5-6=-2139/259, 6-7=-1662/219, 7-8=-2132/213, 8-9=-1990/189, 9-10=-2148/167, 10-11=-3449/226, 11-12=-1434/95, 2-22=-307/60 BOT CHORD 21-22=-132/1240, 20-21=-54/1304, 20-23=-54/1304, 19-23=-54/1304, 18-19=-24/1758, 18-24=0/1578, 17-24=0/1580, 7-17=-3/876, 13-14=-135/2505 WEBS 4-21=0/254, 4-19=-114/711, 5-19=-601/83, 6-18=-77/1109, 8-14=-284/52, 10-13=0/862, 11-13=-153/2700, 10-14=-921/137, 14-17=0/1703, 5-18=-977/172, 3-22=-1611/168 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 22. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T18 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287973 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-rrV3j6_O?IJ_F6kmsTu9fzmPgZ3aSC5DkiQM03ypaRA Scale = 1:85.5 1 2 3 4 5 6 7 8 9 1021 20 19 18 17 16 15 14 13 12 11 22 6x6 5x6 5x6 6x8 3x6 5x6 3x4 3x4 3x6 3x4 5x8 4x6 3x8 4x8 3x6 5x12 3x8 6x6 5x8 6-4-6 6-4-6 12-1-4 5-8-14 14-3-10 2-2-6 21-0-0 6-8-6 26-7-13 5-7-13 31-10-15 5-3-3 33-11-0 2-0-1 -1-2-8 1-2-8 6-4-6 6-4-6 12-1-4 5-8-14 14-3-10 2-2-6 21-0-0 6-8-6 21-4-10 0-4-10 26-7-13 5-3-3 31-10-15 5-3-3 33-11-0 2-0-1 0-11-46-0-98-0-1411-6-01-0-113-5-210-0-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [3:0-3-4,Edge], [5:0-4-4,0-2-0], [6:0-4-0,0-1-4], [16:0-5-12,0-3-8], [18:0-3-8,0-1-8] 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) 0.99 0.81 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.46 0.26 0.07 (loc) 16-17 16-17 11 16 l/defl >999 >885 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 4-5: 2x6 SP No.1 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-17,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-3 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 6-17 REACTIONS. (lb/size)11=1431/0-3-8, 21=1491/0-3-8 Max Horz21=-247(LC 4) Max Uplift11=-47(LC 7), 21=-93(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1758/157, 3-4=-1916/216, 4-5=-2091/249, 5-6=-1585/218, 6-7=-2076/211, 7-8=-1944/188, 8-9=-2101/166, 9-10=-3384/225, 10-11=-1407/95, 2-21=-1433/176 BOT CHORD 20-21=-257/346, 19-20=-69/1258, 18-19=-69/1258, 17-18=-22/1931, 17-22=0/1537, 16-22=0/1538, 6-16=-1/871, 12-13=-134/2458 WEBS 3-18=-79/948, 4-18=-666/90, 4-17=-976/154, 5-17=-61/1027, 7-13=-273/52, 9-12=0/847, 10-12=-152/2650, 2-20=-91/964, 13-16=0/1667, 9-13=-910/137 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 21. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T19 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287974 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-J23SxS?0mcRrtFJzQAPOCBJgezN3BgfMzM9vYWypaR9 Scale = 1:79.9 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 8 17 3x4 5x8 4x8 4x8 3x8 6x8 2x4 2x4 4x10 3x6 3x6 3x6 3x6 3x12 5x12 3-2-7 3-2-7 7-3-1 4-0-9 11-3-10 4-0-9 18-0-0 6-8-6 22-10-9 4-10-9 27-7-15 4-9-7 3-2-7 3-2-7 7-3-1 4-0-9 11-3-10 4-0-9 18-0-0 6-8-6 18-4-10 0-4-10 22-10-9 4-5-15 27-7-15 4-9-7 1-1-010-6-02-4-20-5-22-0-02-0-010-0-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [4:0-6-0,0-1-12], [5:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.93 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.41 0.39 0.12 (loc) 12-13 12-13 8 14-15 l/defl >999 >802 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-15,4-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-1-10 oc bracing: 14-15 6-0-0 oc bracing: 9-10. 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 4-12 REACTIONS. (lb/size)16=1168/0-3-8, 8=1163/Mechanical Max Horz16=212(LC 5) Max Uplift16=-28(LC 6), 8=-21(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1199/153, 1-2=-4103/410, 2-3=-1940/190, 3-4=-1460/199, 4-5=-970/183, 5-6=-1328/190, 6-7=-1097/117, 7-8=-1119/103 BOT CHORD 15-16=-289/279, 14-15=-422/2873, 13-14=-153/1464, 13-17=-84/1075, 12-17=-84/1075, 5-12=-7/448 WEBS 1-15=-282/3319, 2-15=-251/1632, 2-14=-1465/288, 3-14=-39/475, 3-13=-580/168, 4-13=-44/671, 6-9=-581/82, 7-9=-18/823, 9-12=-20/847, 6-12=-88/268 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 8. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T20 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287975 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-nEdq8o?eXwZiUPu9_uwdkOrprNmcw6UWC0vS4yypaR8 Scale = 1:85.9 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 3x4 5x12 5x8 4x8 3x6 4x8 3x4 6x10 3x4 5x8 4x10 3x6 3x6 3x6 3x6 5x12 3x6 5x8 3-2-7 3-2-7 7-3-1 4-0-9 11-3-10 4-0-9 18-0-0 6-8-6 23-7-13 5-7-13 28-10-15 5-3-3 30-11-0 2-0-1 3-2-7 3-2-7 7-3-1 4-0-9 11-3-10 4-0-9 18-0-0 6-8-6 18-4-10 0-4-10 23-7-13 5-3-3 28-10-15 5-3-3 30-11-0 2-0-1 1-1-010-6-011-6-01-0-111-0-03-5-22-0-010-0-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [4:0-6-0,0-1-12], [5:0-4-0,0-1-4], [15:0-2-4,0-3-0], [19:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.69 0.71 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.50 0.58 0.12 (loc) 15-16 15-16 10 17-18 l/defl >999 >730 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 *Except* 15-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-18,2-18,4-15,8-11,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 4-15 REACTIONS. (lb/size)19=1306/0-3-8, 10=1286/0-3-8 Max Horz19=-269(LC 4) Max Uplift19=-30(LC 6), 10=-37(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1339/122, 1-2=-4622/370, 2-3=-2230/143, 3-4=-1718/181, 4-5=-1290/181, 5-6=-1758/179, 6-7=-1693/160, 7-8=-1850/138, 8-9=-3037/186, 9-10=-1263/79 BOT CHORD 18-19=-327/387, 17-18=-446/3244, 16-17=-158/1688, 16-20=-87/1272, 15-20=-87/1272, 5-15=0/695, 11-12=-105/2204 WEBS 1-18=-264/3748, 2-18=-273/1826, 2-17=-1618/299, 3-17=-44/520, 3-16=-619/142, 4-16=-25/702, 8-11=0/767, 9-11=-121/2377, 12-15=0/1447, 8-12=-849/130 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) Bearing at joint(s) 19, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287976 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-nEdq8o?eXwZiUPu9_uwdkOrqHNmZwA8WC0vS4yypaR8 Scale = 1:74.2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 816 4x6 2x4 5x12 4x6 4x8 4x6 3x62x4 4x6 3x6 3x8 3x6 3x6 3x6 2x4 2-0-4 2-0-4 7-3-3 5-2-15 12-6-2 5-2-15 19-7-2 7-1-0 24-10-1 5-2-15 28-10-7 4-0-6 2-0-4 2-0-4 7-3-3 5-2-15 12-6-2 5-2-15 19-7-2 7-1-0 24-10-1 5-2-15 28-10-7 4-0-6 1-4-010-0-142-4-210-0-1410.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-12], [5:0-6-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.72 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.26 0.06 0.04 (loc) 10-12 10-12 8 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 146 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-4 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (lb/size)15=1208/Mechanical, 8=1242/Mechanical Max Horz15=220(LC 5) Max Uplift8=-23(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1703/155, 3-4=-1309/207, 4-5=-929/202, 5-6=-1205/194, 6-7=-1113/113, 7-8=-1198/103 BOT CHORD 14-15=-179/2046, 13-14=-188/2046, 12-13=-93/1263, 11-12=-1/852, 11-16=-1/852, 10-16=-1/852, 9-10=-38/809 WEBS 2-15=-2237/147, 2-13=-798/111, 3-13=0/339, 3-12=-481/141, 4-12=-13/411, 5-10=-15/251, 6-9=-370/76, 7-9=-39/896 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T22 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287977 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-FQBCM80GIDiZ6ZSLYbSsHcO?Vn4bfd8fQge0cOypaR7 Scale = 1:85.7 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 4x6 2x4 5x12 4x6 5x8 3x6 5x6 3x4 3x6 5x8 2x4 4x6 3x6 3x8 3x6 3x6 4x6 3x8 2-0-4 2-0-4 7-3-3 5-2-15 12-6-2 5-2-15 19-7-2 7-1-0 24-10-1 5-2-15 30-1-7 5-3-6 32-1-8 2-0-1 2-0-4 2-0-4 7-3-3 5-2-15 12-6-2 5-2-15 19-7-2 7-1-0 24-10-1 5-2-15 30-1-7 5-3-6 32-1-8 2-0-1 1-4-010-0-1411-6-01-0-111-5-210-0-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-12], [5:0-6-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.79 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.38 0.23 0.06 (loc) 13-15 13-15 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 159 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-15,5-15,5-13,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-4 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15 REACTIONS. (lb/size)18=1348/Mechanical, 10=1362/0-3-8 Max Horz18=-270(LC 4) Max Uplift10=-40(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1944/173, 3-4=-1541/225, 4-5=-1109/216, 5-6=-1566/223, 6-7=-1814/171, 7-8=-1972/150, 8-9=-3226/199, 9-10=-1340/84 BOT CHORD 17-18=-99/2288, 16-17=-108/2290, 15-16=-91/1449, 14-15=0/1130, 14-19=0/1130, 13-19=0/1130, 12-13=0/1467, 11-12=-116/2342 WEBS 2-18=-2502/171, 2-16=-857/118, 3-16=0/348, 3-15=-492/142, 4-15=-24/559, 5-13=-31/604, 6-13=-489/150, 6-12=0/355, 8-12=-894/132, 8-11=0/820, 9-11=-132/2528 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) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T23 Truss Type Hip Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287978 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-FQBCM80GIDiZ6ZSLYbSsHcO3jn6Lfk7fQge0cOypaR7 Scale = 1:49.5 2 3 4 5 6 7 8 1 14 11 9 15 13 12 10 4x6 4x6 4x6 2x4 2x42x4 5x8 5x8 3x6 3x8 3x6 3x8 3x6 4x6 2x4 1-6-3 1-6-3 4-3-7 2-9-4 13-7-9 9-4-2 16-4-13 2-9-4 17-11-0 1-6-3 -1-8-8 1-8-8 1-6-3 1-6-3 4-3-7 2-9-4 8-11-8 4-8-1 13-7-9 4-8-1 16-4-13 2-9-4 17-11-0 1-6-3 19-7-8 1-8-8 1-0-115-10-126-0-111-0-111-5-24-5-1014.00 12 8.00 12 14.00 12 Plate Offsets (X,Y)-- [4:0-3-4,0-2-0], [6:0-3-4,0-2-0], [11:0-4-8,0-2-2], [14:0-4-8,0-2-2] 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) 0.37 0.68 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.36 0.10 0.02 (loc) 12-13 12-13 10 13 l/defl >999 >586 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6, 2-14, 8-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size)10=816/0-3-8, 15=816/0-3-8 Max Horz15=153(LC 5) Max Uplift10=-63(LC 7), 15=-63(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1188/312, 3-4=-853/97, 4-5=-554/88, 5-6=-554/61, 6-7=-853/42, 7-8=-1188/2, 8-10=-767/81, 2-15=-767/173, 2-14=-181/803, 8-11=0/803 BOT CHORD 13-14=-270/708, 12-13=-140/729, 11-12=0/708 WEBS 3-14=-224/258, 4-13=-3/432, 5-13=-266/151, 5-12=-266/150, 6-12=0/432 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) -1-8-8 to 19-7-8 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. 6) Bearing at joint(s) 10, 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 15. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T24 Truss Type Hip Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287979 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-jdkaZU1u3XqQkj1X5Iz5qpwDJAWoOCWpfKOZ9rypaR6 Scale = 1:59.9 2 3 4 5 6 7 1 13 10 8 14 12 11 9 4x6 5x12 4x6 2x4 2x4 2x4 5x8 5x8 3x6 3x8 3x6 3x6 4x6 2x4 1-6-3 1-6-3 5-8-9 4-2-6 12-2-7 6-5-14 16-4-13 4-2-6 17-11-0 1-6-3 -1-8-8 1-8-8 1-6-3 1-6-3 5-8-9 4-2-6 12-2-7 6-5-14 16-4-13 4-2-6 17-11-0 1-6-3 19-7-8 1-8-8 1-0-117-6-127-8-111-0-111-5-26-1-1014.00 12 8.00 12 14.00 12 Plate Offsets (X,Y)-- [4:0-3-4,0-2-0], [10:0-4-0,0-2-1], [13:0-4-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.41 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.11 0.02 (loc) 11-12 11-12 9 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 2-13, 7-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (lb/size)9=816/0-3-8, 14=816/0-3-8 Max Horz14=-193(LC 4) Max Uplift9=-67(LC 7), 14=-67(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1259/303, 3-4=-787/75, 4-5=-469/102, 5-6=-786/75, 6-7=-1260/0, 7-9=-768/73, 2-14=-768/166, 2-13=-182/882, 7-10=0/883 BOT CHORD 13-14=-261/282, 12-13=-313/757, 11-12=-30/468, 10-11=0/757 WEBS 3-13=-227/401, 3-12=-309/221, 4-12=0/299, 5-11=0/299, 6-11=-305/60, 6-10=0/359 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) -1-8-8 to 19-7-8 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. 6) Bearing at joint(s) 9, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T25 Truss Type Hip Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287980 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-jdkaZU1u3XqQkj1X5Iz5qpwC1AXgO9wpfKOZ9rypaR6 Scale = 1:72.3 2 3 4 5 6 7 1 13 10 8 14 12 11 9 6x6 6x6 4x6 3x4 2x42x4 5x8 5x8 3x6 4x8 4x6 3x6 4x6 3x4 1-6-3 1-6-3 7-1-11 5-7-9 10-9-5 3-7-9 16-4-13 5-7-9 17-11-0 1-6-3 -1-8-8 1-8-8 1-6-3 1-6-3 7-1-11 5-7-9 10-9-5 3-7-9 16-4-13 5-7-9 17-11-0 1-6-3 19-7-8 1-8-8 1-0-119-2-129-4-111-0-111-5-27-9-1014.00 12 8.00 12 14.00 12 Plate Offsets (X,Y)-- [4:0-3-15,0-3-0], [5:0-3-15,0-3-0], [10:0-4-0,0-2-1], [13:0-4-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.36 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.12 0.13 0.03 (loc) 10-11 10-11 9 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 2-13, 7-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (lb/size)9=816/0-3-8, 14=816/0-3-8 Max Horz14=-234(LC 4) Max Uplift9=-69(LC 7), 14=-69(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1356/306, 3-4=-744/90, 4-5=-396/130, 5-6=-743/91, 6-7=-1358/0, 7-9=-763/63, 2-14=-763/149, 2-13=-207/1004, 7-10=0/1006 BOT CHORD 13-14=-313/340, 12-13=-373/851, 11-12=-24/396, 10-11=0/852 WEBS 3-13=-254/515, 3-12=-462/303, 4-12=0/269, 5-11=0/267, 6-11=-463/138, 6-10=0/448 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) -1-8-8 to 19-7-8 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. 6) Bearing at joint(s) 9, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T26 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287981 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-BpIynp2WqryGLtckf0UKM1TLqany7Xbyu_77hHypaR5 Scale = 1:79.1 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 919 4x6 2x4 5x12 4x6 4x8 5x8 2x4 4x63x6 2x4 4x6 3x6 3x8 3x6 3x6 4x6 2x4 3x6 2-0-4 2-0-4 7-3-3 5-2-15 12-6-2 5-2-15 19-7-2 7-1-0 24-10-1 5-2-15 30-1-0 5-2-15 32-1-8 2-0-8 2-0-4 2-0-4 7-3-3 5-2-15 12-6-2 5-2-15 19-7-2 7-1-0 24-10-1 5-2-15 30-1-0 5-2-15 32-1-8 2-0-8 1-4-010-0-141-4-010-0-1410.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-12], [5:0-6-0,0-1-12], [7:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.58 0.74 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.37 0.11 0.05 (loc) 12-14 12-14 9 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-14,5-14,5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-4 max.): 1-2, 4-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS. (lb/size)18=1348/Mechanical, 9=1362/Mechanical Max Horz18=-203(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1944/171, 3-4=-1541/225, 4-5=-1109/216, 5-6=-1567/225, 6-7=-1971/172 BOT CHORD 17-18=-156/2288, 16-17=-165/2290, 15-16=-75/1449, 14-15=-75/1449, 14-19=0/1129, 13-19=0/1129, 12-13=0/1129, 11-12=-61/1470, 10-11=-167/2338, 9-10=-158/2336 WEBS 2-18=-2502/171, 2-16=-857/106, 3-16=0/348, 3-14=-492/141, 4-14=-23/559, 5-12=-24/605, 6-12=-493/141, 6-11=0/352, 7-11=-884/108, 7-9=-2548/172 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T27 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287982 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-BpIynp2WqryGLtckf0UKM1TLcamx7Vdyu_77hHypaR5 Scale = 1:83.4 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 919 4x6 2x4 5x12 4x8 6x6 5x12 2x4 4x63x6 2x4 4x6 3x6 3x8 3x6 3x6 4x6 2x4 3x6 2-0-4 2-0-4 7-8-14 5-8-9 13-5-7 5-8-9 18-7-13 5-2-6 24-4-6 5-8-9 30-1-0 5-8-9 32-1-8 2-0-8 2-0-4 2-0-4 7-8-14 5-8-9 13-5-7 5-8-9 18-7-13 5-2-6 24-4-6 5-8-9 30-1-0 5-8-9 32-1-8 2-0-8 1-4-010-8-010-10-51-4-010-8-010.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-4], [5:0-3-4,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) 0.60 0.80 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.30 0.11 0.05 (loc) 13-14 13-14 9 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-14,5-14,5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-5 max.): 1-2, 4-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS. (lb/size)18=1336/Mechanical, 9=1345/Mechanical Max Horz18=-255(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1896/171, 3-4=-1476/232, 4-5=-1039/223, 5-6=-1492/232, 6-7=-1915/171 BOT CHORD 17-18=-154/2287, 16-17=-145/2288, 15-16=-69/1409, 14-15=-69/1409, 14-19=0/1050, 13-19=0/1050, 12-13=-29/1423, 11-12=-29/1423, 10-11=-147/2326, 9-10=-156/2325 WEBS 2-18=-2512/185, 2-16=-893/118, 3-16=0/367, 3-14=-521/152, 4-14=-43/552, 5-13=-43/587, 6-13=-524/152, 6-11=0/371, 7-11=-917/119, 7-9=-2548/186 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) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T28 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287983 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-f?sL_938a847z1BwDj?ZvE0SV_6kszW56etgDjypaR4 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 91718 19 5x6 3x4 5x6 4x8 3x6 4x8 3x43x64x6 5x6 3x8 3x6 3x6 3x6 4x83x6 2-0-4 2-0-4 10-7-14 8-7-9 17-8-0 7-0-2 24-9-14 7-1-14 32-1-8 7-3-10 2-0-4 2-0-4 6-4-1 4-3-13 10-7-14 4-3-13 17-8-0 7-0-2 24-9-14 7-1-14 32-1-8 7-3-10 1-4-08-4-08-6-58-4-010.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-4], [10:0-3-8,0-2-0] 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) 0.84 0.83 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.44 0.07 0.08 (loc) 12-14 14-15 9 14-15 l/defl >999 >859 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-14,7-12,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-7 max.): 1-2, 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-10 2 Rows at 1/3 pts 8-9 REACTIONS. (lb/size)16=1400/Mechanical, 9=1593/Mechanical Max Horz16=167(LC 6) Max Uplift16=-5(LC 7), 9=-127(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2990/177, 3-4=-1776/175, 4-5=-1297/171, 5-6=-1541/169, 6-7=-1541/169, 7-8=-1126/110, 8-9=-1432/181 BOT CHORD 15-16=-301/2377, 14-15=-266/1566, 13-14=-169/1541, 13-17=-169/1541, 12-17=-169/1541, 11-12=-110/1126, 11-18=-110/1126, 10-18=-110/1126 WEBS 2-15=-738/119, 3-15=-26/1055, 3-14=-375/141, 4-14=-7/768, 5-14=-467/144, 7-12=-88/624, 7-10=-931/219, 8-10=-164/1672, 2-16=-2610/83 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 9=127. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T29 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287984 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-f?sL_938a847z1BwDj?ZvE0Wl_9xsvf56etgDjypaR4 Scale = 1:67.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 3x4 5x6 5x6 3x6 3x6 2x43x63x8 4x6 3x6 2x4 3x12 2x4 3x83x8 8-11-13 8-11-13 11-9-6 2-9-9 17-11-12 6-2-6 18-0-11 0-0-15 24-2-3 6-1-9 30-5-8 6-3-5 4-7-11 4-7-11 8-11-13 4-4-3 11-9-6 2-9-9 18-0-11 6-3-5 24-2-3 6-1-9 30-5-8 6-3-5 1-0-76-0-08-6-46-0-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.63 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.38 0.01 0.02 (loc) 14-15 14-15 11 14 l/defl >999 >564 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 3-4: 2x6 SP No.1 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size)9=429/Mechanical, 11=1310/0-3-8, 15=674/0-3-8 Max Horz15=186(LC 6) Max Uplift9=-81(LC 5), 11=-121(LC 5), 15=-4(LC 6) Max Grav9=441(LC 11), 11=1310(LC 1), 15=674(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-280/65, 2-3=-575/98, 3-4=-543/109, 4-5=-432/61, 5-6=-257/53, 6-7=-257/53, 7-8=-257/53, 8-9=-385/111 BOT CHORD 14-15=-149/492, 13-14=-63/442 WEBS 3-14=-60/428, 4-13=-424/95, 5-13=-88/695, 5-11=-1171/215, 5-10=-46/439, 7-10=-391/160, 8-10=-70/333, 2-15=-480/12 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 15 except (jt=lb) 11=121. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T30 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287985 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-8CQjBV3nLSC_bAm6nRWoRSYhhOUhbUYFLIcDl9ypaR3 Scale = 1:65.4 1 2 3 4 5 6 7 11 10 9 8 4x6 4x6 3x4 3x6 5x12 2x4 2x4 4x6 3x83x8 8-11-13 8-11-13 18-1-8 9-1-11 -1-8-8 1-8-8 0-6-10 0-6-10 4-6-11 4-0-1 8-11-13 4-5-2 13-4-15 4-5-2 18-1-8 4-8-10 1-1-91-5-158-6-40-10-148.00 12 10.00 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) 0.62 0.66 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.37 0.01 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >577 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)8=708/0-3-8, 11=830/0-3-8 Max Horz11=216(LC 5) Max Uplift8=-23(LC 7), 11=-83(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-800/102, 4-5=-631/125, 5-6=-621/125, 6-7=-325/68, 2-11=-337/162, 7-8=-279/65 BOT CHORD 8-9=0/540 WEBS 3-9=-23/364, 5-9=-70/469, 3-11=-443/70, 6-8=-492/48 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) -1-8-8 to 17-11-12 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) 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) 8, 11. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T31 Truss Type ROOF SPECIAL Qty 6 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287986 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-8CQjBV3nLSC_bAm6nRWoRSYm5Oe6baxFLIcDl9ypaR3 Scale = 1:35.7 2 3 4 1 6 7 5 2x4 6x16 2x4 3x44x6 3x6 1-6-3 1-6-3 3-7-8 2-1-5 -1-8-8 1-8-8 1-6-3 1-6-3 3-7-8 2-1-5 1-0-115-3-73-10-51-5-214.00 12 8.00 12 14.00 12 Plate Offsets (X,Y)-- [2:1-2-12,0-1-4], [6:0-2-12,0-2-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.28 0.05 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)7=276/0-3-8, 5=102/Mechanical Max Horz7=189(LC 6) Max Uplift5=-107(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-262/240 BOT CHORD 6-7=-351/16 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) -1-8-8 to 3-5-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 7 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) except (jt=lb) 5=107. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T32 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287987 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-cO_5Pr4P6mKrCKLJK811_f5sromvK_8OayMnIcypaR2 Scale = 1:65.3 1 2 3 4 5 6 7 11 10 9 812 4x6 4x6 5x12 3x12 3x63x6 3x6 3x8 2x4 2-2-0 2-2-0 3-6-5 1-4-5 11-1-13 7-7-8 20-3-8 9-1-11 -0-10-8 0-10-8 3-6-5 3-6-5 6-8-11 3-2-6 11-1-13 4-5-2 15-6-14 4-5-2 20-3-8 4-8-10 0-4-142-2-18-6-40-10-146.00 12 10.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-8], [7:0-3-8,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) 0.60 0.91 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.34 0.03 0.06 (loc) 8-9 8-9 8 9-11 l/defl >999 >638 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-8: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)2=429/2-5-8, 8=749/0-3-8, 12=486/0-3-8 Max Horz2=207(LC 5) Max Uplift2=-15(LC 6), 8=-22(LC 7), 12=-53(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-883/8, 3-4=-1008/96, 4-5=-678/128, 5-6=-671/130, 6-7=-861/110, 7-8=-654/93 BOT CHORD 2-12=-11/725, 11-12=-11/725, 10-11=-31/635, 9-10=-31/635, 8-9=-2/576 WEBS 3-11=-380/105, 4-11=0/294, 4-9=-271/133, 5-9=-73/512 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) The Fabrication Tolerance at joint 7 = 8% 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, 8, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T33 Truss Type ROOF SPECIAL Qty 3 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287988 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-cO_5Pr4P6mKrCKLJK811_f5tQosjKyTOayMnIcypaR2 Scale = 1:65.3 1 2 3 4 5 6 7 11 10 9 8 4x6 4x6 5x12 3x8 3x63x6 3x6 3x8 2x4 3-6-5 3-6-5 11-1-13 7-7-8 20-3-8 9-1-11 -0-10-8 0-10-8 3-6-5 3-6-5 6-8-11 3-2-6 11-1-13 4-5-2 15-6-14 4-5-2 20-3-8 4-8-10 0-4-142-2-18-6-50-10-146.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-4], [7:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.54 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.35 0.03 0.06 (loc) 8-9 8-9 8 9-11 l/defl >999 >683 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-8: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)2=863/0-3-8, 8=798/0-3-8 Max Horz2=207(LC 5) Max Uplift2=-67(LC 6), 8=-25(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1458/82, 3-4=-1676/182, 4-5=-746/137, 5-6=-738/139, 6-7=-927/118, 7-8=-699/99 BOT CHORD 2-11=-67/1230, 10-11=-49/795, 9-10=-49/795, 8-9=-8/624 WEBS 3-11=-525/124, 4-11=-67/804, 4-9=-407/151, 5-9=-84/570 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) The Fabrication Tolerance at joint 7 = 0% 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, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T34 Truss Type Hip Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287989 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-4aYTcB51t3SiqUwVusYGXte1ZB6K3RZYpc5Kq2ypaR1 Scale = 1:62.3 1 2 3 4 5 6 7 8 13 12 11 10 914 6x6 4x8 4x8 5x12 3x12 3x63x6 3x6 3x6 3x6 2x4 2-2-0 2-2-0 3-6-5 1-4-5 10-9-13 7-3-8 11-5-13 0-8-0 20-3-8 8-9-11 -0-10-8 0-10-8 3-6-5 3-6-5 7-0-0 3-5-11 10-9-13 3-9-13 11-5-13 0-8-0 15-8-14 4-3-2 20-3-8 4-6-10 0-4-142-2-18-0-108-2-150-10-148-0-106.00 12 10.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-4], [5:0-4-0,0-1-4], [6:0-4-0,0-1-4], [8:0-3-8,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) 0.60 0.84 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.30 0.03 0.06 (loc) 9-10 9-10 9 11-13 l/defl >999 >704 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 8-9: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)2=515/2-5-8, 9=760/0-3-8, 14=389/0-3-8 Max Horz2=199(LC 5) Max Uplift2=-23(LC 6), 9=-22(LC 7), 14=-45(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1030/35, 3-4=-1110/115, 4-5=-705/142, 5-6=-476/137, 6-7=-695/132, 7-8=-874/110, 8-9=-662/93 BOT CHORD 2-14=-28/856, 13-14=-28/856, 12-13=-21/650, 11-12=-21/650, 10-11=0/476, 9-10=-4/586 WEBS 3-13=-392/111, 4-13=-6/369, 4-11=-289/132, 5-11=-79/352, 6-10=-1/260 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) The Fabrication Tolerance at joint 8 = 8% 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) 2, 9, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T35 Truss Type Hip Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287990 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-4aYTcB51t3SiqUwVusYGXte6?BF_3QXYpc5Kq2ypaR1 Scale = 1:46.1 1 2 3 4 5 6 7 13 12 11 10 9 8 4x6 4x8 6x6 5x6 3x6 3x64x8 3x6 3x6 2x4 2x43x6 5-10-4 5-10-4 10-10-7 5-0-3 16-5-12 5-7-5 18-1-8 1-7-12 -1-8-8 1-8-8 0-6-10 0-6-10 5-10-4 5-3-10 10-10-7 5-0-3 16-5-12 5-7-5 18-1-8 1-7-12 1-1-91-5-155-8-102-3-55-10-150-10-145-8-108.00 12 10.00 12 7.78 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.28 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.02 0.01 (loc) 12-13 9-10 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)8=708/0-3-8, 13=830/0-3-8 Max Horz13=154(LC 5) Max Uplift8=-23(LC 7), 13=-75(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-766/89, 4-5=-513/117, 5-6=-768/101, 6-7=-697/50, 7-8=-712/34 BOT CHORD 11-12=0/571, 10-11=0/571, 9-10=-18/552 WEBS 3-12=-47/289, 3-13=-616/75, 7-9=-22/592 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) -1-8-8 to 17-11-12 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) 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) 8, 13. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T36 Truss Type Roof Special Qty 3 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287991 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-4aYTcB51t3SiqUwVusYGXte7zBJS3VaYpc5Kq2ypaR1 Scale = 1:25.4 2 3 1 4 6 5 2x4 2x4 4x6 3x4 2x4 2x4 2-3-8 2-3-8 -1-4-8 1-4-8 2-3-8 2-3-8 0-10-140-9-03-1-91-11-60-3-83-6-1514.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-6-3,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size)6=206/0-3-8, 5=45/0-1-8 Max Horz6=127(LC 6) Max Uplift5=-62(LC 6) Max Grav6=206(LC 1), 5=48(LC 2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T37 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287992 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-Ym6rqX6feNaZSeVhSZ4V34AKTbfgowkh1GrtMUypaR0 Scale = 1:46.9 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 2x4 4x6 6x6 6x6 4x6 4x8 4x6 6x6 6x6 4x6 2x4 6x16 6x16 3x43x4 3-2-13 3-2-13 4-5-3 1-2-6 7-8-0 3-2-13 0-7-11 0-7-11 1-7-3 0-11-8 2-5-1 0-9-14 3-2-13 0-9-11 3-10-0 0-7-3 4-5-3 0-7-3 5-2-15 0-9-11 6-0-13 0-9-14 7-0-5 0-11-8 7-8-0 0-7-11 1-2-21-8-52-7-03-5-124-6-25-4-151-2-29.56 12 11.19 12 13.06 12 15.31 12 18.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.06 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 14 12-13 12 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)12=295/0-3-8, 15=295/0-3-8 Max Horz15=-131(LC 4) Max Uplift12=-15(LC 6), 15=-15(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-254/63, 9-10=-254/63 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) 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) 12, 15. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T38 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287993 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-0zgE1t6HPhiQ3o4u0HbkcIjVC??vXNzrGwaRvxypaR? Scale = 1:46.9 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 2x4 4x6 6x6 6x6 4x6 4x8 4x6 6x6 6x6 4x6 2x4 6x16 6x16 3x43x4 3-2-13 3-2-13 4-5-3 1-2-6 7-8-0 3-2-13 0-7-11 0-7-11 1-7-3 0-11-8 2-5-1 0-9-14 3-2-13 0-9-11 3-10-0 0-7-3 4-5-3 0-7-3 5-2-15 0-9-11 6-0-13 0-9-14 7-0-5 0-11-8 7-8-0 0-7-11 1-2-21-8-52-7-03-5-124-6-25-4-151-2-29.56 12 11.19 12 13.06 12 15.31 12 18.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.06 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 14 12-13 12 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)12=295/Mechanical, 15=295/Mechanical Max Horz15=-131(LC 4) Max Uplift12=-15(LC 6), 15=-15(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-254/63, 9-10=-254/63 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 15. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T39 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287994 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 14:45:37 2018 Page 1PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-7MQnKIocPY5Gq3luaUaVvz2lmZiafQCGmeyygrypYWS Scale = 1:72.4 2 4 5 6 7 8 9 1 3 10 11 18 17 16 15 14 13 1219 20 21 6x6 5x12 5x6 5x8 5x8 2x4 3x63x6 3x6 5x12 3x6 4x10 4x6 2x4 6x10 5x6 2x4 3x6 4-8-0 4-8-0 9-8-0 5-0-0 16-3-0 6-7-0 21-3-0 5-0-0 25-11-0 4-8-0 -1-8-8 1-8-8 4-8-0 4-8-0 9-8-0 5-0-0 12-11-8 3-3-8 16-3-0 3-3-8 21-3-0 5-0-0 25-11-0 4-8-0 30-7-8 4-8-8 3-1-97-7-411-1-13-1-97-7-412.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-8], [2:0-5-0,Edge], [4:0-3-11,Edge], [5:0-5-13,Edge], [7:0-2-5,Edge], [8:0-4-0,0-0-15], [9:0-6-1,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.34 0.46 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.20 0.02 0.04 (loc) 14-16 14-16 12 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 207 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 5-6,6-7: 2x6 SP No.1, 10-11: 2x8 SP 2400F 2.0E BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-16,5-14,6-14,8-14: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-11 max.): 4-5, 7-8, 2-3, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 5-14, 7-14 REACTIONS. (lb/size)18=1280/0-3-8, 12=1476/0-3-8 Max Horz18=-313(LC 4) Max Uplift18=-94(LC 6), 12=-192(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-911/141, 4-5=-993/167, 5-6=-848/185, 6-7=-1352/286, 7-8=-953/158, 8-9=-850/105, 2-18=-1249/152, 9-12=-1447/263 BOT CHORD 17-18=-232/299, 17-19=-107/608, 16-19=-107/608, 15-16=-38/985, 15-20=-38/985, 14-20=-38/985, 14-21=0/553, 13-21=0/553 WEBS 3-4=-256/70, 4-16=-27/669, 5-16=-306/92, 5-14=-652/133, 6-14=-259/1294, 7-14=-1149/262, 8-14=-49/691, 8-10=-309/69, 2-17=-4/730, 9-13=0/672 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) -1-8-8 to 30-5-1 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 94 lb uplift at joint 18 and 192 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottomchord.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T39 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287994 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 14:45:37 2018 Page 2PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-7MQnKIocPY5Gq3luaUaVvz2lmZiafQCGmeyygrypYWS 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 09/12/18 William Hohlt Job B18802326 Truss T40 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287995 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-U9DcFD7vA_qHhye4Z_6z8VGcKPDVGhd_VaK_RNypaR_ Scale = 1:86.4 1 2 3 4 5 6 7 13 12 11 10 9 814 15 16 17 2x4 4x6 5x6 4x6 5x6 2x43x65x12 3x6 3x8 3x6 5x12 4x6 3-0-0 3-0-0 10-11-8 7-11-8 18-11-0 7-11-8 21-11-0 3-0-0 3-0-0 3-0-0 5-9-0 2-9-0 10-11-8 5-2-8 16-2-0 5-2-8 18-11-0 2-9-0 21-11-0 3-0-0 2-11-411-1-1 2-11-412.00 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) 0.37 0.55 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.25 0.02 0.03 (loc) 9-10 9-10 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-1 max.): 1-2, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)13=948/0-3-8, 8=948/0-3-8 Max Horz13=185(LC 5) Max Uplift13=-25(LC 6), 8=-25(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-951/64, 1-2=-954/43, 2-3=-1294/101, 3-4=-835/167, 4-5=-835/167, 5-6=-1294/101, 6-7=-954/43, 7-8=-951/64 BOT CHORD 12-14=-83/733, 11-14=-83/733, 11-15=-83/733, 10-15=-83/733, 10-16=-44/733, 16-17=-44/733, 9-17=-44/733 WEBS 1-12=-50/1252, 2-12=-998/96, 3-12=0/386, 3-10=-334/167, 4-10=-122/722, 5-10=-334/167, 5-9=0/386, 6-9=-998/96, 7-9=-50/1252 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;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, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T41 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287996 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 14:46:04 2018 Page 1PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-rZZ_?W7Y2qURZDJ4ffZqVggKlRxdUg4EzL?t7nypYW1 Scale = 1:44.6 2 4 5 6 7 1 3 8 9 15 14 13 12 11 10 6x6 6x6 2x4 3x64x6 3x8 2x4 4x6 4x10 4x6 2x4 4x10 4x6 2x4 2x4 4-8-0 4-8-0 10-11-8 6-3-8 17-3-0 6-3-8 21-11-0 4-8-0 -1-8-8 1-8-8 4-8-0 4-8-0 10-11-8 6-3-8 17-3-0 6-3-8 21-11-0 4-8-0 23-7-8 1-8-8 1-2-115-8-65-10-111-2-115-8-612.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-8], [2:0-5-0,Edge], [4:0-3-11,Edge], [6:0-3-11,Edge], [7:0-5-0,Edge], [7:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.35 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.02 0.02 (loc) 11-12 11-12 10 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-13 max.): 4-6, 2-3, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)15=976/0-3-8, 10=976/0-3-8 Max Horz15=-142(LC 4) Max Uplift15=-64(LC 6), 10=-64(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-882/96, 4-5=-906/156, 5-6=-906/156, 6-7=-882/96, 2-15=-941/152, 7-10=-941/152 BOT CHORD 13-14=-105/570, 12-13=-105/570, 11-12=-38/570 WEBS 4-12=-121/473, 5-12=-453/182, 6-12=-121/473, 2-14=-55/579, 7-11=-59/579 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 15 and 64 lb uplift at joint 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T42 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287997 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 14:50:01 2018 Page 1PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-O9NakZ?CEfLoVewd1xJPbe_nl_nQWt56TivwxXypYSK Scale = 1:49.9 2 4 5 6 1 3 7 8 13 12 11 10 914 6x6 5x6 3x4 3x84x6 4x8 4x10 4x6 3x4 4x10 4x6 2x4 2x4 7-0-0 7-0-0 14-11-0 7-11-0 21-11-0 7-0-0 -1-8-8 1-8-8 7-0-0 7-0-0 14-11-0 7-11-0 21-11-0 7-0-0 23-7-8 1-8-8 1-2-118-0-68-2-111-2-118-0-612.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-8], [2:0-5-0,0-0-0], [4:0-3-11,Edge], [5:0-3-9,0-2-8], [6:0-5-5,0-0-1], [6:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.69 0.52 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.28 0.01 0.01 (loc) 10-12 10-12 9 10-12 l/defl >999 >914 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 121 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-12 max.): 4-5, 2-3, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 JOINTS 1 Brace at Jt(s): 3, 7 REACTIONS. (lb/size)13=1074/0-3-8, 9=1043/0-3-8 Max Horz13=-197(LC 4) Max Uplift13=-73(LC 6), 9=-73(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1051/104, 4-5=-606/156, 5-6=-1004/104, 2-13=-1034/159, 6-9=-997/159 BOT CHORD 11-12=-85/636, 11-14=-85/636, 10-14=-85/636 WEBS 3-12=0/270, 3-4=0/279, 7-10=0/271, 5-7=0/279, 2-12=-68/581, 6-10=-73/544 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 73 lb uplift at joint 13 and 73 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T43 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287998 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 14:50:17 2018 Page 1PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-wELe51BFTZMXQ59izIc9F0fblQKUG5mT8CnmVcypYS4 Scale = 1:60.7 2 3 5 6 7 8 1 4 9 10 17 16 15 14 13 12 11 6x6 4x8 2x4 3x6 3x6 4x6 3x6 3x8 3x6 4x6 4x10 4x6 2x4 4x10 4x62x4 2x4 4-0-0 4-0-0 9-4-0 5-4-0 12-7-0 3-3-0 17-11-0 5-4-0 21-11-0 4-0-0 -1-8-8 1-8-8 4-0-0 4-0-0 9-4-0 5-4-0 12-7-0 3-3-0 17-11-0 5-4-0 21-11-0 4-0-0 23-7-8 1-8-8 1-2-1110-4-610-6-111-2-1110-4-612.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-8], [2:0-5-0,0-0-0], [5:0-3-11,Edge], [6:0-4-0,0-0-15], [8:0-5-1,0-0-3], [8:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.24 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.07 0.02 0.01 (loc) 14-16 14-16 11 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-14,5-13,6-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6, 2-4, 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (lb/size)17=976/0-3-8, 11=976/0-3-8 Max Horz17=-251(LC 4) Max Uplift17=-78(LC 6), 11=-78(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-869/91, 3-5=-758/176, 5-6=-450/179, 6-7=-759/176, 7-8=-869/91, 2-17=-943/138, 8-11=-942/138 BOT CHORD 16-17=-223/253, 15-16=-109/577, 14-15=-109/577, 13-14=-43/450, 12-13=0/576 WEBS 5-14=-50/258, 6-13=-47/259, 2-16=0/613, 8-12=0/613 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 17 and 78 lb uplift at joint 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T44 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34287999 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 14:50:31 2018 Page 1PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-WwBw1pM1At7Y5FDOoEsRpzExq44JYQLXMNAW_oypYRs Scale = 1:79.0 2 3 5 6 7 1 4 8 9 15 14 13 12 11 10 4x6 2x4 3x6 3x6 4x6 3x8 3x6 4x6 4x10 4x6 2x4 4x10 4x6 2x4 2x4 4-9-0 4-9-0 10-11-8 6-2-8 17-2-0 6-2-8 21-11-0 4-9-0 -1-8-8 1-8-8 4-9-0 4-9-0 10-11-8 6-2-8 17-2-0 6-2-8 21-11-0 4-9-0 23-7-8 1-8-8 1-2-1112-2-31-2-1112.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-0], [2:0-1-0,0-1-8], [7:0-5-0,Edge], [7:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.52 0.34 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.09 0.01 0.02 (loc) 12-14 12-14 10 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-12,5-12,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 6-12 REACTIONS. (lb/size)15=976/0-3-8, 10=976/0-3-8 Max Horz15=-290(LC 4) Max Uplift15=-78(LC 6), 10=-78(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-891/93, 3-5=-708/186, 5-6=-708/186, 6-7=-891/93, 2-15=-936/138, 7-10=-936/138 BOT CHORD 14-15=-256/296, 13-14=-92/581, 12-13=-92/581, 11-12=0/580 WEBS 3-12=-262/178, 5-12=-129/499, 6-12=-262/178, 2-14=0/600, 7-11=0/600 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) 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 78 lb uplift at joint 15 and 78 lb uplift at joint 10. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T45 Truss Type ROOF SPECIAL Qty 10 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288000 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-vkvktEAoTvCsYPNfF6fgm8u8AcNKTC4QBYZe1iypaQx Scale = 1:25.3 2 3 1 4 6 5 2x4 2x4 6x16 2x4 3x4 2-0-0 2-0-0 -1-8-8 1-8-8 2-0-0 2-0-0 1-2-111-0-133-1-52-0-140-3-83-6-1114.00 12 8.00 12 Plate Offsets (X,Y)-- [2:1-1-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.03 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5-6 5 6 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)6=240/0-3-8, 5=8/0-1-8 Max Horz6=116(LC 6) Max Uplift6=-10(LC 6), 5=-60(LC 6) Max Grav6=240(LC 1), 5=31(LC 2) 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) -1-8-8 to 1-10-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T46 Truss Type Common Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288001 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-vkvktEAoTvCsYPNfF6fgm8u7DcBzT8jQBYZe1iypaQx Scale = 1:46.7 1 2 3 4 5 6 7 8 910 4x10 3x4 6x10 4x6 4x6 2x4 3x8 2x4 0-8-8 0-8-8 8-0-0 7-3-8 16-0-0 8-0-0 -1-2-8 1-2-8 4-1-12 4-1-12 8-0-0 3-10-4 11-10-4 3-10-4 16-0-0 4-1-12 0-9-96-1-90-9-98.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge], [8:0-3-8,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-M) 0.33 0.82 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 0.01 0.09 (loc) 9-13 9-13 8 9-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 2-0-0, Right 2x4 SPF-S Stud 1-6-0 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)8=625/0-3-8, 2=1092/1-0-0, 10=-361/0-3-8 Max Horz2=137(LC 5) Max Uplift8=-157(LC 7), 2=-229(LC 6), 10=-361(LC 1) Max Grav8=625(LC 1), 2=1092(LC 1), 10=115(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-723/369, 4-5=-595/374, 5-6=-601/379, 6-7=-761/392, 7-8=-494/372 BOT CHORD 2-10=-239/548, 9-10=-239/548, 8-9=-282/594 WEBS 5-9=-336/371 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) 8=157, 2=229, 10=361. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T47 Truss Type Common Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288002 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-NwT74aAQEDKjAZyroqAvJLQIJ0UjCdeaQCICZ8ypaQw Scale = 1:46.7 1 2 3 4 5 6 7 8 1011 9 6x10 4x6 6x10 4x6 4x6 2x4 3x8 2x4 0-8-8 0-8-8 8-0-0 7-3-8 13-8-0 5-8-0 16-0-0 2-4-0 -1-2-8 1-2-8 4-1-12 4-1-12 8-0-0 3-10-4 11-10-4 3-10-4 16-0-0 4-1-12 0-9-96-1-90-9-98.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge], [8:0-3-8,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-M) 0.37 0.92 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.12 0.02 0.01 (loc) 10-11 10-11 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 1-6-0, Right 2x6 SP No.1 1-6-0 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 0-3-8 except (jt=length) 8=2-7-8, 2=1-0-0. (lb) - Max Horz2=137(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8 except 2=-296(LC 6), 11=-425(LC 1) Max Grav All reactions 250 lb or less at joint(s) 11, 9 except 8=555(LC 1), 2=1141(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-718/120, 4-5=-572/116, 5-6=-574/117, 6-7=-726/125 BOT CHORD 2-11=-69/538, 10-11=-69/538, 9-10=-55/553, 8-9=-55/553 WEBS 5-10=-51/314 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) 8 except (jt=lb) 2=296 , 11=425. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T48 Truss Type Common Qty 2 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288003 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:34:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-NwT74aAQEDKjAZyroqAvJLQHe0XGCdqaQCICZ8ypaQw Scale = 1:46.8 1 2 3 4 5 6 8 79 6x8 4x6 2x4 2x4 4x6 4x6 3x8 0-8-8 0-8-8 8-0-0 7-3-8 13-8-0 5-8-0 -1-2-8 1-2-8 4-1-12 4-1-12 8-0-0 3-10-4 13-8-0 5-8-0 0-9-96-1-92-4-48.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-1], [6:Edge,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-M) 0.42 0.75 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 -0.01 0.06 (loc) 8-9 8-9 2 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 1-6-0 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)2=953/1-0-0, 7=526/0-3-8, 9=-321/0-3-8 Max Horz2=133(LC 5) Max Uplift2=-180(LC 6), 7=-127(LC 6), 9=-321(LC 1) Max Grav2=953(LC 1), 7=526(LC 1), 9=221(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-585/276, 4-5=-438/277, 5-6=-471/267, 6-7=-478/234 BOT CHORD 2-9=-215/432, 8-9=-215/432 WEBS 6-8=-130/288 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; 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) 2=180, 7=127, 9=321. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T49 Truss Type Common Qty 3 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288004 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-r71VIwB2?XSZnjX1MXi8rZzQNQuXxvKjes2l5aypaQv Scale = 1:46.8 1 2 3 4 5 6 9 8 710 6x8 4x6 3x63x4 2x4 6x8 3x6 2x4 0-8-8 0-8-8 8-0-0 7-3-8 13-8-0 5-8-0 15-7-8 1-11-8 -1-2-8 1-2-8 4-1-12 4-1-12 8-0-0 3-10-4 15-7-8 7-7-8 0-9-96-1-91-0-98.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-5] 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-M) 0.55 0.69 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.12 0.01 0.07 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-7: 2x4 SPF No.2 SLIDER Left 2x6 SP No.1 1-6-0 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, Except: 6-0-0 oc bracing: 7-8. REACTIONS. (lb/size)2=848/1-0-0, 8=683/0-3-8, 10=-216/0-3-8 Max Horz2=136(LC 5) Max Uplift2=-173(LC 6), 8=-136(LC 7), 10=-223(LC 10) Max Grav2=848(LC 1), 8=683(LC 1), 10=276(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-563/274, 4-5=-411/281 BOT CHORD 2-10=-173/410, 9-10=-173/410, 8-9=-123/315 WEBS 5-9=-214/269, 5-8=-561/195 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; 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) 2=173, 8=136, 10=223. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T51 Truss Type ROOF SPECIAL Qty 10 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288005 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-r71VIwB2?XSZnjX1MXi8rZzX5Q1ix0sjes2l5aypaQv Scale = 1:73.4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 2x4 4x6 4x6 4x6 4x6 4x6 6x6 4x6 4x8 5x12 3x43x8 3x8 5x12 3x4 3x4 3x4 2-3-5 2-3-5 4-8-13 2-5-8 5-9-14 1-1-1 7-10-2 2-0-4 9-11-8 2-1-6 1-0-10 1-0-10 2-3-5 1-2-12 3-6-5 1-2-15 4-8-13 1-2-8 5-9-14 1-1-1 6-10-9 1-0-11 7-10-2 0-11-10 8-8-9 0-10-6 9-11-8 1-2-15 1-5-121-10-52-4-143-1-13-10-104-8-125-8-56-8-117-9-109-7-131-1-29-7-134.31 12 5.38 12 6.56 12 7.88 12 9.31 12 10.94 12 12.81 12 15.00 12 17.75 12 Plate Offsets (X,Y)-- [10:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.10 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.01 (loc) 12-13 12-13 17 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 10-11: 2x4 SPF No.2 OTHERS 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 10-17 REACTIONS. (lb/size)15=386/0-3-8, 17=364/Mechanical Max Horz15=247(LC 6) Max Uplift17=-148(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-337/0, 3-4=-357/0, 4-5=-347/0, 5-6=-348/0, 11-16=-132/335, 10-16=-132/335 BOT CHORD 13-14=-121/306 WEBS 9-12=-113/369, 9-11=-305/132, 2-15=-371/0, 10-17=-364/171 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=148. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T52 Truss Type Roof Special Qty 4 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288006 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-JJbtVGCgmqaQPt6EwFDNOmWeDqOzgZottWnJd1ypaQu Scale = 1:18.0 1 2 3 5 4 2x4 2x4 3x4 2x4 1-10-8 1-10-8 -1-8-8 1-8-8 1-10-8 1-10-8 1-1-92-4-92-1-10-3-82-4-98.00 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) 0.28 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size)5=240/0-3-8, 4=-2/0-1-8 Max Horz5=71(LC 5) Max Uplift5=-81(LC 6), 4=-32(LC 5) Max Grav5=240(LC 1), 4=49(LC 4) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss T53 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288007 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-JJbtVGCgmqaQPt6EwFDNOmWc?qFDgRgttWnJd1ypaQu Scale = 1:97.2 1 2 3 4 5 6 12 11 10 9 8 713 14 15 3x8 5x6 5x6 4x6 3x8 2x4 3x6 3x6 3x6 3x8 2x43x12 5-9-0 5-9-0 12-0-14 6-3-14 19-10-14 7-10-0 25-3-15 5-5-1 5-9-0 5-9-0 12-0-14 6-3-14 19-10-14 7-10-0 20-9-5 0-10-7 25-3-15 4-6-10 2-7-35-11-512-7-152-4-25-11-510.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.60 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.29 0.02 0.02 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 146 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 3-4: 2x6 SP No.1 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-9,3-9,4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 4-9 REACTIONS. (lb/size)12=1107/0-3-8, 7=1103/Mechanical Max Horz12=278(LC 5) Max Uplift12=-27(LC 7), 7=-33(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1058/122, 2-3=-898/205, 3-4=-916/180, 4-5=-819/123, 5-6=-1074/95, 1-12=-1062/92, 6-7=-1082/85 BOT CHORD 11-12=-256/263, 11-13=-77/744, 10-13=-77/744, 9-10=-77/744, 9-14=-27/861, 14-15=-27/861, 8-15=-27/861 WEBS 2-9=-271/170, 3-9=-96/567, 4-9=-366/163, 4-8=-639/161, 5-8=-69/547, 1-11=0/772, 6-8=0/817 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288008 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-nV8FjcDIX8jH10hQUykcw_2gIDaNPpt06AXsATypaQt Scale = 1:54.8 2 3 5 6 1 4 10 9 8 711 12 13 5x6 8x8 10x10 3x4 6x8 10x10 2x4 4x6 4x6 5-6-8 5-6-8 8-4-10 2-10-2 13-11-0 5-6-6 -1-8-8 1-8-8 0-0-1 0-0-1 5-6-8 5-6-7 8-4-10 2-10-2 13-11-0 5-6-6 1-1-97-7-11-1-97-7-114.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-4-6], [3:0-2-11,Edge], [5:0-2-10,Edge], [6:Edge,0-9-0], [8:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.84 0.66 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.16 0.01 0.04 (loc) 7-8 7-8 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 195 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 6-7: 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.): 3-5, 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 4 REACTIONS. (lb/size)10=3001/0-3-8, 7=4187/0-3-8 Max Horz10=201(LC 4) Max Uplift10=-815(LC 5), 7=-664(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3151/913, 3-5=-2080/690, 5-6=-3622/796, 2-10=-2960/857, 6-7=-3045/664 BOT CHORD 9-11=-508/2326, 8-11=-508/2326, 8-12=-133/864, 12-13=-133/864, 7-13=-133/864 WEBS 4-9=-716/2213, 3-4=-685/2122, 5-9=-755/85, 5-8=-254/3085, 6-8=-509/1441, 2-9=-608/1925 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 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) except (jt=lb) 10=815, 7=664. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2485 lb down and 1282 lb up at 6-2-0, 1270 lb down and 39 lb up at 8-2-0, and 1103 lb down and 42 lb up at 10-1-4, and 1128 lb down and 41 lb up at 12-1-4 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: 2-3=-60, 3-5=-60, 5-6=-60, 7-10=-20, 1-2=-60 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288008 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:02 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-nV8FjcDIX8jH10hQUykcw_2gIDaNPpt06AXsATypaQt LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-1270(F) 11=-2485(F) 12=-1103(F) 13=-1128(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. 09/12/18 William Hohlt Job B18802326 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288009 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-nV8FjcDIX8jH10hQUykcw_2ojDiDPuu06AXsATypaQt Scale = 1:30.5 2 3 5 6 8 1 4 7 9 14 13 12 11 10 15 16 17 18 19 20 4x6 4x6 8x8 8x83x8 2x4 3x8 5x6 5x62x4 2x4 3x8 1-4-2 1-4-2 6-11-9 5-7-7 12-7-0 5-7-7 13-11-0 1-4-0 -1-8-8 1-8-8 0-0-1 0-0-1 1-4-2 1-4-1 6-11-9 5-7-7 12-7-0 5-7-7 13-11-0 1-4-0 13-11-1 0-0-1 15-7-8 1-8-7 1-1-82-6-62-8-51-1-82-6-614.00 12 8.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-2-0], [6:0-3-4,0-2-0], [10:Edge,0-5-12], [14:Edge,0-5-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.16 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 0.01 0.03 (loc) 12 12 10 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 1-4,7-9: 2x6 SP No.1 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6, 2-4, 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size)14=602/0-3-8, 10=603/0-3-8 Max Horz14=65(LC 4) Max Uplift14=-207(LC 4), 10=-206(LC 3) Max Grav14=605(LC 9), 10=606(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-296/178, 6-8=-293/178, 2-14=-632/236, 8-10=-629/237 BOT CHORD 13-15=-376/779, 15-16=-376/779, 16-17=-376/779, 12-17=-376/779, 12-18=-376/779, 18-19=-376/779, 19-20=-376/779, 11-20=-376/779 WEBS 5-13=-614/263, 5-11=-617/262, 2-13=-141/267, 8-11=-144/263 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=207, 10=206. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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) 42 lb down and 6 lb up at -1-8-8, and 42 lb down and 6 lb up at 15-7-8 on top chord, and 8 lb down and 194 lb up at 1-10-9, 43 lb down and 38 lb up at 3-11-3, 43 lb down and 38 lb up at 5-11-3, 43 lb down and 38 lb up at 7-11-3, and 43 lb down and 38 lb up at 9-11-3, and 8 lb down and 194 lb up at 11-11-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-3=-60, 3-6=-60, 6-8=-60, 10-14=-20, 1-2=-60, 8-9=-60 Concentrated Loads (lb) Vert: 1=-42(F) 9=-42(F) 15=96 20=96 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288010 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 14:50:56 2018 Page 1PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-HkCNHMfiHYH?b5dCm_oIKFmDb9aavfWD6mkKMrypYRT Scale = 1:55.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 1016 17 18 19 20 21 22 23 24 25 26 27 3x4 5x8 3x8 8x16 4x6 4x64x10 2x4 6x6 3x6 3x6 4x6 8-11-8 8-11-8 17-5-7 8-5-15 21-8-2 4-2-12 25-10-14 4-2-12 26-7-0 0-8-2 0-5-8 0-5-8 8-11-8 8-5-15 17-5-7 8-5-15 21-8-2 4-2-12 25-10-14 4-2-12 26-7-0 0-8-2 27-7-8 1-0-8 7-9-97-11-141-1-108-2-30-8-37-11-1410.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-2-8], [5:0-3-4,Edge], [7:1-2-11,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.50 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.22 0.02 0.15 (loc) 14-15 14-15 8 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 330 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 2-14,5-14: 2x4 SPF No.2 WEDGE Right: 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.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)15=2505/Mechanical, 8=2390/0-3-8 Max Horz15=-277(LC 3) Max Uplift15=-1270(LC 3), 8=-857(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2102/1058, 3-4=-2100/1056, 4-5=-2099/1056, 5-6=-2667/1174, 6-7=-3039/1148, 7-8=-2877/1017, 1-15=-312/275 BOT CHORD 14-22=-846/1992, 13-22=-846/1992, 13-23=-846/1992, 23-24=-846/1992, 24-25=-846/1992, 12-25=-846/1992, 12-26=-814/2278, 11-26=-814/2278, 11-27=-622/1800, 10-27=-622/1800, 8-10=-618/1771 WEBS 2-14=-1400/2688, 3-14=-637/264, 5-14=-307/236, 5-12=-577/1203, 6-12=-379/137, 6-11=-12/294, 7-11=-242/485, 2-15=-1920/1047 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 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) The Fabrication Tolerance at joint 7 = 16% 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1270 lb uplift at joint 15 and 857 lb uplift at joint 8. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigidpitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288010 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 14:50:56 2018 Page 2PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-HkCNHMfiHYH?b5dCm_oIKFmDb9aavfWD6mkKMrypYRT NOTES- 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 192 lb down and 181 lb up at 1-4-11, 192 lb down and 181 lb up at 3-4-11, 192 lb down and 181 lb up at 5-4-11, 192 lb down and 181 lb up at 7-4-11, 192 lb down and 181 lb up at 9-4-11, 192 lb down and 181 lb up at 11-4-11, 192 lb down and 181 lb up at 13-4-11, 192 lb down and 181 lb up at 15-4-11, 192 lb down and 181 lb up at 17-4-11, 192 lb down and 104 lb up at 19-4-11, and 192 lb down and 71 lb up at 21-4-11, and 274 lb down and 103 lb up at 23-4-11 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: 1-2=-60, 2-5=-60, 5-7=-60, 7-9=-60, 15-16=-20, 16-19=-60, 19-24=-20, 12-24=-60, 8-12=-20 Concentrated Loads (lb) Vert: 12=-192 11=-192 17=-192 18=-192 20=-192 21=-192 22=-192 23=-192 24=-192 25=-192 26=-192 27=-274(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. 09/12/18 William Hohlt Job B18802326 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288011 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-juG?7IEZ2lz?GKqpbNm40P8A01L9tqNJZT0zEMypaQr Scale = 1:82.3 1 2 3 4 5 6 7 13 12 11 10 9 814 15 16 2x4 4x6 4x8 3x84x6 3x8 4x6 3x6 3x6 4x6 4x6 3x12 3x6 9-6-0 9-6-0 14-7-13 5-1-13 20-5-8 5-9-11 25-5-7 4-11-15 26-7-0 1-1-9 4-10-12 4-10-12 9-6-0 4-7-4 14-7-13 5-1-13 20-5-8 5-9-11 25-5-7 4-11-15 26-7-0 1-1-9 2-7-310-6-30-6-1410-6-310.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [4:0-6-4,0-2-0], [7:0-8-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.32 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.02 0.02 (loc) 12-13 12-13 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 338 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 3-12,4-12,4-10: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)7=2928/0-3-8, 13=1290/Mechanical Max Horz13=-263(LC 3) Max Uplift7=-159(LC 6), 13=-27(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1168/132, 3-4=-827/140, 4-5=-1260/138, 5-6=-1827/99, 6-7=-3385/169 BOT CHORD 13-14=-121/796, 14-15=-121/796, 12-15=-121/796, 11-12=0/881, 11-16=0/881, 10-16=0/881, 9-10=0/1344, 8-9=-124/2298, 7-8=-124/2298 WEBS 3-12=-37/406, 4-10=-64/524, 5-10=-631/168, 5-9=0/455, 2-13=-1211/9, 6-8=-80/1445, 6-9=-996/157 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, Except member 8-6 2x4 - 2 rows staggered at 0-2-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 7=159. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1864 lb down and 130 lb up at 25-5-7 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 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288011 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:04 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-juG?7IEZ2lz?GKqpbNm40P8A01L9tqNJZT0zEMypaQr LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-7=-60, 13-14=-20, 14-15=-60, 15-16=-20, 10-16=-60, 7-10=-20 Concentrated Loads (lb) Vert: 8=-1864(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. 09/12/18 William Hohlt Job B18802326 Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288012 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-juG?7IEZ2lz?GKqpbNm40P87a1O5tuWJZT0zEMypaQr Scale = 1:25.6 2 3 5 1 4 8 7 69 10 4x8 2x4 4x6 3x4 2x4 4x6 3x4 2x4 1-9-2 1-9-2 6-0-9 4-3-7 -1-8-7 1-8-7 1-9-2 1-9-2 6-0-9 4-3-7 1-1-83-0-43-2-33-0-414.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-6-3,0-2-4], [3:0-5-2,0-2-0] 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) 0.40 0.14 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5, 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)6=291/Mechanical, 8=421/0-3-8 Max Horz8=123(LC 5) Max Uplift6=-88(LC 6), 8=-103(LC 5) Max Grav6=294(LC 10), 8=421(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/65, 2-8=-362/130 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 8=103. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 56 lb up at 2-5-10, and 79 lb down and 53 lb up at 4-1-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-3=-60, 3-5=-60, 6-8=-20, 1-2=-60 Concentrated Loads (lb) Vert: 9=-62 10=-79(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288013 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-juG?7IEZ2lz?GKqpbNm40P8C41QPtw7JZT0zEMypaQr Scale = 1:23.1 1 2 3 4 5 4x6 2x4 3x4 4x6 1-6-2 1-6-2 3-1-9 1-7-7 -1-0-8 1-0-8 0-8-2 0-8-2 3-1-9 2-5-7 0-8-31-1-103-2-32-10-100-3-83-2-38.00 12 10.00 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) 0.12 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-5 2-5 5 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 *Except* 3-4: 2x4 SPF No.2 BOT CHORD2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size)2=256/0-3-8, 5=82/0-1-8 Max Horz2=88(LC 5) Max Uplift2=-41(LC 6), 5=-30(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 5 lb up at -1-0-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 1=-40(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG07 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288014 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-B4qOLdFBp35suUP?94HJYcgIIRcEcAvSo7lWmoypaQq Scale = 1:86.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 4x8 5x6 5x6 4x6 5x8 3x6 2x4 4x6 8x8 3x6 3x6 3x6 3x8 3x12 4x10 3x12 3x6 10x10 4-7-9 4-7-9 8-11-10 4-4-1 15-2-3 6-2-9 19-5-3 4-3-0 25-5-7 6-0-4 26-6-15 1-1-8 28-7-0 2-0-1 -1-8-8 1-8-8 4-7-9 4-7-9 8-11-10 4-4-1 15-2-3 6-2-9 18-6-12 3-4-9 19-5-3 0-10-7 25-5-7 6-0-4 26-6-15 1-1-8 28-7-0 2-0-1 2-7-310-0-147-0-1211-6-01-0-111-5-210-0-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-0], [5:0-4-4,0-2-0], [7:0-3-0,0-1-8], [10:0-2-12,0-2-0], [13:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.41 0.59 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.21 0.16 0.06 (loc) 13-14 13-14 11 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 408 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 5-6: 2x6 SP No.1, 7-10: 2x4 SP 2400F 2.0E BOT CHORD2x6 SP No.1 *Except* 11-12: 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 10-11,4-17,4-15,5-15,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)11=3673/0-3-8, 19=1613/0-3-8 Max Horz19=-267(LC 3) Max Uplift11=-216(LC 6), 19=-95(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1362/98, 3-4=-1465/151, 4-5=-1350/175, 5-6=-1760/179, 6-7=-1927/180, 7-8=-2651/167, 8-9=-6819/367, 9-10=-8616/451, 10-11=-3646/228, 2-19=-1560/119 BOT CHORD 18-19=-238/260, 17-18=-138/977, 16-17=-92/1061, 16-20=-92/1061, 15-20=-92/1061, 14-15=-3/1914, 13-14=-277/5463, 12-13=-279/6164 WEBS 3-18=-441/41, 4-15=-111/605, 5-15=-45/756, 6-15=-1245/187, 7-14=-9/1163, 8-14=-3665/355, 9-12=-120/2109, 10-12=-297/6490, 2-18=0/1081, 8-13=-140/3255, 9-13=-1004/63 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 13-8 2x4 - 2 rows staggered at 0-2-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 11=216. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2533 lb down and 169 lb up at 25-5-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG07 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288014 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:05 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-B4qOLdFBp35suUP?94HJYcgIIRcEcAvSo7lWmoypaQq 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, 2-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 8-10=-140(F=-80), 17-19=-20, 17-20=-60, 12-20=-20, 11-12=-20 Concentrated Loads (lb) Vert: 13=-2533(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. 09/12/18 William Hohlt Job B18802326 Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 3 Wedgewood 297 Westvale Job Reference (optional) I34288015 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-gHOmYzGpaNDjWe_BjopY5qDQTrwdLcZc1nV4JEypaQp Scale = 1:109.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 2021 22 23 24 25 5x12 3x6 5x10 MT18HS 4x8 4x8 5x6 5x610x10 8x10 4x6 5x12 10x10 3x12 3x6 8x8 6x6 1-7-15 1-7-15 1-9-6 0-1-7 6-0-0 4-2-10 10-10-13 4-10-13 15-9-10 4-10-13 18-7-9 2-9-15 20-7-0 1-11-7 0-11-10 0-11-10 1-11-7 0-11-13 6-0-0 4-0-9 10-10-13 4-10-13 15-9-10 4-10-13 18-7-9 2-9-15 19-7-6 0-11-13 20-7-0 0-11-10 1-1-41-10-72-10-104-3-123-3-913-3-141-1-41-5-29.50 12 12.31 12 14.00 12 11.50 12 Plate Offsets (X,Y)-- [2:0-5-0,0-3-4], [5:Edge,0-2-0], [9:Edge,0-3-0], [15:0-3-8,0-4-0], [17:0-3-6,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) 0.63 0.71 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.28 0.19 0.04 (loc) 13-15 13-15 10 13-15 l/defl >999 >876 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 437 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD2x4 SP 2400F 2.0E *Except* 5-7,7-8,8-9: 2x4 SPF No.2 BOT CHORD2x4 SP 2400F 2.0E *Except* 14-16: 2x6 SP 2400F 2.0E, 10-14: 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 1-17,3-15,2-17: 2x4 SPF 2100F 1.8E, 5-13: 2x4 SPF No.2 2-16,3-16: 2x4 SP 2400F 2.0E 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)17=7426/0-3-8, 10=8672/0-3-8 Max Horz17=317(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1610/0, 1-2=-1449/0, 2-3=-17572/0, 3-4=-9751/0, 4-5=-6267/0, 5-6=-6265/0, 6-7=-8392/0, 7-8=-7739/0, 8-9=-1333/0, 9-10=-1148/0 BOT CHORD 16-17=0/7975, 16-18=0/11808, 15-18=0/11808, 15-19=0/6317, 19-20=0/6317, 14-20=0/6317, 14-21=0/6317, 13-21=0/6317, 13-22=0/5448, 22-23=0/5448, 12-23=0/5448, 12-24=0/5549, 11-24=0/5549, 11-25=0/4369, 10-25=0/4369 WEBS 4-13=-3543/0, 5-13=0/9040, 6-13=-2218/0, 7-11=-923/0, 8-11=0/2238, 4-15=0/5091, 6-12=0/3102, 3-15=-5712/0, 2-17=-12218/0, 2-16=0/6391, 8-10=-7230/0, 3-16=0/6427 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-4-0 oc, 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 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) 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. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1198 lb down at 1-11-4, 1198 lb down at 4-2-12, 1198 lb down at 6-2-12, 1673 lb down and 81 lb up at 8-2-0, 788 lb down at 9-1-4, 1811 lb down and 73 lb up at 10-6-0, 1266 lb down at 12-5-4, 1266 lb down at 14-5-4, 1266 lb down at 15-10-12, and 1397 lb down and 14 lb up at 17-10-12, and 1416 lb down at 19-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 3 Wedgewood 297 Westvale Job Reference (optional) I34288015 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:06 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-gHOmYzGpaNDjWe_BjopY5qDQTrwdLcZc1nV4JEypaQp 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, 2-3=-60, 3-5=-60, 5-7=-60, 7-8=-60, 8-9=-60, 16-17=-20, 10-16=-20 Concentrated Loads (lb) Vert: 16=-1198(B) 15=-1198(B) 12=-1266(B) 18=-1198(B) 19=-1673(B) 20=-788(B) 21=-1811(B) 22=-1266(B) 23=-1266(B) 24=-1397(B) 25=-1416(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. 09/12/18 William Hohlt Job B18802326 Truss TG09 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288016 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-8Ty8mJHRLgLa7oZOGVKnd1mehEMe49plFREdrgypaQo Scale = 1:79.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 4x8 4x6 5x12 2x4 4x6 4x8 2x4 3x8 4x8 5x8 3x6 2x4 2x4 3x6 4-11-8 4-11-8 8-11-10 4-0-2 15-8-0 6-8-6 21-2-6 5-6-6 26-4-1 5-1-12 28-7-0 2-2-15 -1-8-8 1-8-8 4-11-8 4-11-8 8-11-10 4-0-2 16-0-10 7-1-0 21-2-6 5-1-12 26-4-1 5-1-12 28-7-0 2-2-15 0-7-38-0-140-6-010-0-141-6-02-0-010-0-1410.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-9], [4:0-6-0,0-1-12], [6:0-4-4,0-2-0], [14:0-2-4,0-2-0], [15:0-3-8,0-1-8] 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) 0.41 0.34 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.15 -0.06 0.04 (loc) 14-15 14-15 2 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 348 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 4-6: 2x4 SP 2400F 2.0E BOT CHORD2x6 SP No.1 *Except* 5-13: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)10=1693/Mechanical, 2=2944/0-3-8 Max Horz10=218(LC 4) Max Uplift10=-56(LC 5), 2=-300(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4053/349, 3-17=-3435/286, 4-17=-2747/270, 4-5=-1943/181, 5-6=-1915/177, 6-7=-2596/193, 7-8=-2577/150 BOT CHORD 2-16=-213/2972, 16-18=-213/2972, 15-18=-213/2972, 15-19=-189/2359, 14-19=-189/2359, 5-14=-56/1273, 11-12=-211/2778, 10-11=-203/2748 WEBS 4-15=-177/1694, 4-14=-769/231, 12-14=-176/1985, 8-10=-2957/110, 7-12=-316/127, 8-12=-864/58, 3-16=-95/570, 3-15=-938/232 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 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=300. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 438 lb down and 120 lb up at 4-11-8, and 837 lb down and 92 lb up at 8-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG09 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288016 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:07 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-8Ty8mJHRLgLa7oZOGVKnd1mehEMe49plFREdrgypaQo 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, 3-17=-310, 4-17=-60, 4-6=-60, 6-8=-60, 8-9=-60, 2-15=-20, 15-19=-60, 14-19=-20, 10-13=-20 Concentrated Loads (lb) Vert: 16=-438(B) 18=-837(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. 09/12/18 William Hohlt Job B18802326 Truss TG10 Truss Type PIGGYBACK BASE Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288017 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-cfWWzfH36_TRlx8aqDr0AFIiOefrpV0uU5_AN7ypaQn Scale = 1:80.4 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 20 21 3x4 5x12 4x8 4x8 5x12 2x4 3x6 8x10 2x4 5x12 4x6 3x6 3x6 4x10 2x4 5x12 3x6 3-2-7 3-2-7 7-3-1 4-0-9 11-3-10 4-0-9 18-0-0 6-8-6 23-6-6 5-6-6 28-8-1 5-1-12 30-11-0 2-2-15 3-2-7 3-2-7 7-3-1 4-0-9 11-3-10 4-0-9 18-0-0 6-8-6 18-4-10 0-4-10 23-6-6 5-1-12 28-8-1 5-1-12 30-11-0 2-2-15 1-1-01-11-210-6-01-6-00-5-22-0-02-0-010-0-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [4:0-6-4,0-2-0], [5:0-4-0,0-1-4], [18:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.86 0.53 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.44 0.45 0.14 (loc) 15-16 16-17 9 15-16 l/defl >999 >829 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 307 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 *Except* 14-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-17,4-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 12-14 REACTIONS. (lb/size)18=2604/0-3-8, 9=1831/Mechanical Max Horz18=251(LC 4) Max Uplift18=-195(LC 5), 9=-61(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2688/339, 1-2=-9450/1147, 2-3=-5020/476, 3-19=-3848/332, 4-19=-3160/315, 4-5=-2164/202, 5-6=-2879/227, 6-7=-2773/158 BOT CHORD 17-18=-348/340, 16-17=-1000/6674, 16-20=-510/3881, 15-20=-510/3881, 15-21=-301/2666, 14-21=-301/2666, 5-14=-82/1436, 10-11=-102/3014, 9-10=-95/3010 WEBS 1-17=-903/7704, 2-17=-567/3635, 3-15=-1810/317, 4-15=-212/2089, 4-14=-889/243, 6-11=-424/88, 7-9=-3350/117, 7-11=-949/56, 11-14=-47/2192, 3-16=-206/1399, 2-16=-2905/509 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: 2x4 - 1 row 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 18=195. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG10 Truss Type PIGGYBACK BASE Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288017 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:08 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-cfWWzfH36_TRlx8aqDr0AFIiOefrpV0uU5_AN7ypaQn NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 372 lb down and 86 lb up at 7-3-8, and 608 lb down and 70 lb up at 10-8-8 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: 1-3=-60, 3-19=-310, 4-19=-60, 4-5=-60, 5-7=-60, 7-8=-60, 17-18=-20, 15-17=-20, 15-21=-60, 14-21=-20, 12-13=-20, 9-12=-20 Concentrated Loads (lb) Vert: 16=-372(F) 20=-608(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. 09/12/18 William Hohlt Job B18802326 Truss TG11 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288018 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-cfWWzfH36_TRlx8aqDr0AFIvtenEpkXuU5_AN7ypaQn Scale: 3/8"=1'1 2 4 35 2x4 4x6 2x4 4x6 2-1-0 2-1-0 2-1-0 2-1-0 4-7-8LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4 3-4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)4=458/Mechanical, 3=392/Mechanical Max Uplift4=-109(LC 3), 3=-75(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-278/36, 2-3=-278/36 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=109. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 lb down and 133 lb up at 0-9-12 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-310, 3-4=-20 Concentrated Loads (lb) Vert: 5=-258(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG12 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288019 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-cfWWzfH36_TRlx8aqDr0AFIuhek6pkXuU5_AN7ypaQn Scale = 1:49.71 2 4 352x4 4x6 2x4 4x6 2-1-0 2-1-0 2-1-0 2-1-0 7-5-11LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)4=859/Mechanical, 3=630/Mechanical Max Uplift4=-81(LC 3), 3=-58(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-278/36, 2-3=-278/36 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 898 lb down and 88 lb up at 0-9-12 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: 1-2=-310, 3-4=-20 Concentrated Loads (lb) Vert: 5=-898(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG13 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288020 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-4r4uB?IhtIbIN5jmOwMFjSrrY2yTYyf2jljkvZypaQm Scale = 1:81.9 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 6x8 5x6 5x8 4x8 4x6 2x4 6x10 3x8 4x6 3x4 2x4 4x8 4x8 5x12 6x16 3x6 4x10 4x10 3-6-13 3-6-13 9-3-10 5-8-14 14-3-10 5-0-0 21-0-0 6-8-6 26-6-6 5-6-6 31-8-1 5-1-12 33-11-0 2-2-15 -1-2-8 1-2-8 3-6-13 3-6-13 9-3-10 5-8-14 14-3-10 5-0-0 21-4-10 7-1-0 26-6-6 5-1-12 31-8-1 5-1-12 33-11-0 2-2-15 0-11-43-8-98-0-140-6-010-0-141-6-02-0-010-0-1410.00 12 Plate Offsets (X,Y)-- [2:0-5-7,0-1-4], [4:0-5-4,Edge], [6:0-6-4,0-2-0], [7:0-4-0,0-1-4], [12:0-3-8,0-2-0], [17:0-3-8,0-2-0], [18:0-3-8,0-2-0] 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) 0.96 0.76 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.38 0.12 0.10 (loc) 16-17 16-17 11 17-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 5-6: 2x6 SP No.1 BOT CHORD2x4 SPF No.2 *Except* 2-19,16-19: 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 6-16,10-12: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-2-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-7 max.): 4-5, 6-7, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 5-17, 6-16 REACTIONS. (lb/size)11=1417/Mechanical, 2=1500/0-3-8 Max Horz2=-191(LC 3) Max Uplift11=-2(LC 5), 2=-188(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1879/179, 3-4=-1818/205, 4-5=-2856/187, 5-6=-2211/130, 6-7=-1513/112, 7-8=-2041/112, 8-9=-2059/55, 9-10=-2168/5, 10-11=-1354/3 BOT CHORD 2-20=-166/1345, 19-20=-164/1343, 18-19=-164/1343, 17-18=-137/2893, 17-21=-35/1638, 16-21=-35/1638, 7-16=-8/902, 12-13=-12/2327 WEBS 4-18=-22/1771, 5-18=-884/80, 5-17=-1525/204, 6-17=-32/1124, 6-16=-308/107, 13-16=0/1616, 8-13=-280/59, 9-13=-810/26, 9-12=-1308/56, 10-12=-6/2483 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 2=188. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 107 lb up at 3-6-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG13 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288020 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:09 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-4r4uB?IhtIbIN5jmOwMFjSrrY2yTYyf2jljkvZypaQm LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-9=-60, 9-10=-60, 2-17=-20, 17-21=-60, 16-21=-20, 14-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 20=-4(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. 09/12/18 William Hohlt Job B18802326 Truss TG14 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288021 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-Y2dHOLJKebj9_FIyyetUFgNBzSJrHVvByPTHS?ypaQl Scale = 1:86.5 1 2 3 4 5 6 7 8 9 1021201918 17 16 15 14 13 12 11 22 23 5x8 5x6 5x8 4x8 3x6 4x8 3x4 3x8 4x6 4x6 2x4 6x6 2x4 3x8 3x6 4x10 5x8 3x6 3x12 3-4-0 3-4-0 9-0-14 5-8-14 14-3-10 5-2-12 21-0-0 6-8-6 26-7-13 5-7-13 31-10-15 5-3-3 33-11-0 2-0-1 -1-2-8 1-2-8 3-4-0 3-4-0 9-0-14 5-8-14 14-3-10 5-2-12 21-4-10 7-1-0 26-7-13 5-3-3 31-10-15 5-3-3 33-11-0 2-0-1 0-11-43-6-48-0-1411-6-01-0-113-5-210-0-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-1-2], [3:0-2-0,0-2-8], [5:0-6-4,0-2-0], [6:0-4-0,0-1-4], [16:0-2-4,0-2-0], [18:0-3-8,0-1-8] 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) 0.28 0.69 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.23 0.17 0.06 (loc) 16-17 16-17 11 17-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 424 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 4-5: 2x6 SP No.1 BOT CHORD2x6 SP No.1 *Except* 6-14: 2x4 SPF No.2, 11-12: 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-16,10-12: 2x4 SPF No.2 SLIDER Left 2x6 SP No.1 2-2-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 REACTIONS. (lb/size)11=2253/0-3-8, 2=1570/0-3-8 Max Horz2=-245(LC 3) Max Uplift11=-111(LC 6), 2=-212(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2086/242, 3-4=-3176/219, 4-5=-2412/140, 5-6=-1734/142, 6-7=-2329/128, 7-8=-2531/144, 8-9=-2688/122, 9-10=-5620/271, 10-11=-2216/108 BOT CHORD 2-21=-213/1458, 20-21=-213/1458, 19-20=-216/1466, 18-19=-216/1466, 17-18=-123/3220, 17-22=-66/1790, 16-22=-66/1790, 6-16=-13/1085, 13-23=-170/4013, 12-23=-169/4009 WEBS 3-18=-15/1972, 4-18=-988/74, 4-17=-1686/232, 5-17=-37/1165, 13-16=0/2119, 7-16=-415/186, 9-13=-2024/204, 9-12=-52/2137, 10-12=-194/4424 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=111, 2=212. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG14 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288021 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:10 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-Y2dHOLJKebj9_FIyyetUFgNBzSJrHVvByPTHS?ypaQl NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 132 lb up at 3-4-0, and 919 lb down and 56 lb up at 30-9-7 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: 1-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-10=-60, 2-17=-20, 17-22=-60, 16-22=-20, 14-15=-20, 12-14=-20, 11-12=-20 Concentrated Loads (lb) Vert: 20=8(B) 23=-919(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. 09/12/18 William Hohlt Job B18802326 Truss TG15 Truss Type PIGGYBACK BASE Qty 2 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288022 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-0EBfchKyPvr0cPt9VLOjotwMdse90yHLA3Cq_SypaQk Scale = 1:86.1 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 3x4 4x6 4x8 4x8 3x6 4x6 3x4 5x8 2x4 6x6 3x8 3x6 3x6 3x6 3x6 4x8 3x12 5x12 3-2-7 3-2-7 7-3-1 4-0-9 11-3-10 4-0-9 18-0-0 6-8-6 23-7-13 5-7-13 28-10-15 5-3-3 30-11-0 2-0-1 3-2-7 3-2-7 7-3-1 4-0-9 11-3-10 4-0-9 18-0-0 6-8-6 18-4-10 0-4-10 23-7-13 5-3-3 28-10-15 5-3-3 30-11-0 2-0-1 1-1-010-6-011-6-01-0-111-0-03-5-22-0-010-0-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-0], [5:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.69 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.31 0.37 0.07 (loc) 15-16 15-16 10 17-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 338 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 *Except* 11-14: 2x6 SP No.1, 10-11: 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-18,4-15,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 10-0-0 oc bracing: 13-15 REACTIONS. (lb/size)19=1400/0-3-8, 10=2242/0-3-8 Max Horz19=-269(LC 3) Max Uplift19=-35(LC 5), 10=-96(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1439/128, 1-2=-4976/391, 2-3=-2428/101, 3-4=-1895/116, 4-5=-1511/104, 5-6=-2042/94, 6-7=-2320/103, 7-8=-2478/81, 8-9=-5492/218, 9-10=-2216/95 BOT CHORD 18-19=-327/388, 17-18=-461/3495, 16-17=-168/1843, 16-20=-96/1408, 15-20=-96/1408, 5-15=0/880, 12-21=-133/3888, 11-21=-133/3884 WEBS 1-18=-281/4040, 2-18=-281/1963, 2-17=-1718/305, 3-17=-45/550, 3-16=-647/143, 4-16=-27/721, 4-15=-131/265, 6-12=-14/271, 8-11=-40/2111, 9-11=-154/4280, 12-15=0/1967, 6-15=-471/193, 8-12=-2063/199 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: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Bearing at joint(s) 19, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 10. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 931 lb down and 55 lb up at 27-9-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG15 Truss Type PIGGYBACK BASE Qty 2 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288022 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:11 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-0EBfchKyPvr0cPt9VLOjotwMdse90yHLA3Cq_SypaQk LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 8-9=-120(F=-60), 18-19=-20, 16-18=-20, 16-20=-60, 15-20=-20, 13-14=-20, 11-13=-20, 10-11=-20 Concentrated Loads (lb) Vert: 21=-931(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. 09/12/18 William Hohlt Job B18802326 Truss TG16 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288023 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-0EBfchKyPvr0cPt9VLOjotwPTsg?05HLA3Cq_SypaQk Scale = 1:16.212 4 35 2x4 4x6 2x4 4x6 4-0-0 4-0-0 4-0-0 4-0-0 2-1-10LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.57 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.00 0.01 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)4=939/Mechanical, 3=798/Mechanical Max Uplift4=-44(LC 3), 3=-40(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1143 lb down and 33 lb up at 1-9-4 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-120(F=-60), 3-4=-40(F=-20) Concentrated Loads (lb) Vert: 5=-1143(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG17 Truss Type Roof Special Girder Qty 1 Ply 3 Wedgewood 297 Westvale Job Reference (optional) I34288024 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-UQl1p1KaADzsEZSL32vyK5TW?Fv1lOaUPjyOWuypaQj Scale = 1:42.0 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 4x10 5x6 5x6 10x10 4x8 4x8 3x8 3x6 6x10 5x12 3x4 5-5-1 5-5-1 10-4-2 4-11-1 15-3-3 4-11-1 19-0-4 3-9-1 19-2-0 0-1-12 20-4-14 1-2-14 5-5-1 5-5-1 10-4-2 4-11-1 15-3-3 4-11-1 20-4-14 5-1-11 22-1-6 1-8-8 0-6-134-10-00-8-34.95 12 Plate Offsets (X,Y)-- [1:0-3-1,0-1-14], [6:0-2-3,0-3-0] 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) 0.38 0.96 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.28 0.10 0.03 (loc) 9-11 9-11 6 9-11 l/defl >999 >847 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 384 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 3-9: 2x4 SPF No.2 SLIDER Right 2x6 SP No.1 2-4-3 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=7426/0-5-8, 6=7149/0-3-8 Max Horz1=-62(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-15005/0, 2-12=-14946/0, 2-13=-10877/0, 13-14=-10865/0, 3-14=-10750/0, 3-15=-10738/0, 15-16=-10830/0, 4-16=-10849/0, 4-5=-14299/0, 5-6=-14376/0 BOT CHORD 1-17=0/13638, 17-18=0/13638, 18-19=0/13638, 11-19=0/13638, 11-20=0/13638, 10-20=0/13638, 10-21=0/13638, 21-22=0/13638, 22-23=0/13638, 9-23=0/13638, 9-24=0/12961, 24-25=0/12961, 25-26=0/12961, 8-26=0/12961, 8-27=0/12961, 27-28=0/12961, 6-28=0/12961 WEBS 2-9=-3978/0, 3-9=0/7475, 4-9=-3233/0, 2-11=0/3499, 4-8=0/3239 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 14 lb up at 3-1-12, 82 lb down and 58 lb up at 5-11-11, 128 lb down and 68 lb up at 8-9-10, 128 lb down and 68 lb up at 11-10-10, and 72 lb down and 43 lb up at 14-8-9, and 49 lb down and 11 lb up at 17-6-8 on top chord, and 1188 lb down at 1-8-12, at 3-1-12, 1405 lb down and 13 lb up at 4-0-8, 1328 lb down at 5-11-12, 24 lb down at 5-11-11, 1328 lb down at 7-9-12, 55 lb down at 8-9-10, 1328 lb down at 9-9-12, 616 lb down and 133 lb up at 10-4-2, 1328 lb down at 11-9-12, 55 lb down at 11-10-10, 1328 lb down at 13-9-12, 21 lb down at 14-8-9, 1316 lb down at 15-9-12, and 3 lb down at 17-6-8, and 1380 lb down and 17 lb up at 17-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG17 Truss Type Roof Special Girder Qty 1 Ply 3 Wedgewood 297 Westvale Job Reference (optional) I34288024 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:12 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-UQl1p1KaADzsEZSL32vyK5TW?Fv1lOaUPjyOWuypaQj 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, 1-6=-20 Concentrated Loads (lb) Vert: 9=-616(B) 13=-25(B) 14=-72(B) 15=-72(B) 16=-16(B) 17=-1188(F) 19=-1405(F) 20=-1340(F=-1328, B=-12) 21=-1328(F) 22=-49(B) 23=-1328(F) 24=-1377(F=-1328 , B=-49) 25=-1328(F) 26=-21(B) 27=-1316(F) 28=-1381(F=-1380, B=-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. 09/12/18 William Hohlt Job B18802326 Truss TG18 Truss Type PIGGYBACK BASE Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288025 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-ydJP0NLCxW5jrj1XdmRBtI?iFfLOUsHeeNhx3KypaQi Scale = 1:85.8 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 3x6 2x4 5x12 4x6 4x8 3x6 4x6 3x4 4x6 6x6 2x4 4x6 3x6 3x8 3x6 3x6 4x6 3x8 2-0-4 2-0-4 7-3-3 5-2-15 12-6-2 5-2-15 19-7-2 7-1-0 24-10-1 5-2-15 30-1-7 5-3-6 32-1-8 2-0-1 2-0-4 2-0-4 7-3-3 5-2-15 12-6-2 5-2-15 19-7-2 7-1-0 24-10-1 5-2-15 30-1-7 5-3-6 32-1-8 2-0-1 1-4-010-0-1411-6-01-0-111-5-210-0-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-0], [5:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.28 0.64 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.19 0.15 0.05 (loc) 11-12 11-12 10 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 356 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 *Except* 10-11: 2x4 SP 2400F 2.0E, 11-14: 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 4-15,5-15,5-13,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)18=1425/Mechanical, 10=2207/0-3-8 Max Horz18=-270(LC 3) Max Uplift18=-1(LC 6), 10=-97(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2080/55, 3-4=-1661/128, 4-5=-1202/126, 5-6=-1774/139, 6-7=-2367/109, 7-8=-2525/87, 8-9=-5393/218, 9-10=-2177/94 BOT CHORD 17-18=-81/2416, 16-17=-89/2419, 15-16=-98/1554, 14-15=0/1291, 14-19=0/1291, 13-19=0/1294, 12-13=0/1897, 12-20=-134/3827, 11-20=-134/3824 WEBS 2-18=-2640/7, 2-16=-881/37, 3-16=0/363, 3-15=-510/67, 4-15=-17/636, 5-15=-274/113, 5-13=-39/835, 6-13=-866/173, 6-12=0/759, 8-12=-1965/195, 8-11=-35/1993, 9-11=-154/4200 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: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 807 lb down and 52 lb up at 28-11-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG18 Truss Type PIGGYBACK BASE Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288025 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:13 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-ydJP0NLCxW5jrj1XdmRBtI?iFfLOUsHeeNhx3KypaQi 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, 2-4=-60, 4-5=-60, 5-8=-60, 8-9=-120(F=-60), 18-19=-20, 13-19=-60, 11-13=-20, 10-11=-20 Concentrated Loads (lb) Vert: 20=-807(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. 09/12/18 William Hohlt Job B18802326 Truss TG19 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288026 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-ydJP0NLCxW5jrj1XdmRBtI?l6fLrU_neeNhx3KypaQi Scale = 1:16.212 4 35 2x4 4x6 2x4 4x6 4-0-0 4-0-0 4-0-0 4-0-0 2-1-10LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.61 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.00 0.01 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)4=951/Mechanical, 3=827/Mechanical Max Uplift4=-43(LC 3), 3=-40(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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, 2x6 - 2 rows staggered 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; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1222 lb down and 35 lb up at 1-9-12 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-110(F=-50), 3-4=-40(F=-20) Concentrated Loads (lb) Vert: 5=-1222(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG20 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288027 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-RptnEiMqiqDaTsbkBTyQQWYru3maDIkns1RVbmypaQh Scale = 1:62.6 2 3 4 5 6 7 8 9 10 11 12 1 21 15 13 22 20 19 18 17 16 14 23 24 4x6 8x8 4x8 4x6 4x8 8x8 4x6 6x16 2x4 2x4 5x8 3x6 3x8 5x6 4x8 5x6 3x8 3x6 6x16 5x8 1-6-3 1-6-3 2-10-5 1-4-2 7-1-12 4-3-7 8-4-5 1-2-9 8-11-8 0-7-3 9-6-11 0-7-3 10-9-4 1-2-9 15-0-11 4-3-7 16-4-13 1-4-2 17-11-0 1-6-3 -1-8-8 1-8-8 1-6-3 1-6-3 2-10-5 1-4-2 7-1-12 4-3-7 8-4-5 1-2-9 8-11-8 0-7-3 9-6-11 0-7-3 10-9-4 1-2-9 15-0-11 4-3-7 16-4-13 1-4-2 17-11-0 1-6-3 19-7-8 1-8-8 1-0-114-2-125-11-46-10-11-0-111-5-22-9-1014.00 12 15.31 12 18.00 12 8.00 12 14.00 12 Plate Offsets (X,Y)-- [2:1-2-8,0-1-8], [4:0-3-4,0-2-0], [5:0-3-8,Edge], [9:0-3-8,Edge], [10:0-3-4,0-2-0], [12:1-2-8,0-1-8], [15:0-4-0,0-2-4], [21:0-4-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.41 0.32 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.21 0.16 0.08 (loc) 19 19 14 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 243 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SP 2400F 2.0E *Except* 15-21: 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 9-10, 2-21, 12-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22,14-15. REACTIONS. (lb/size)14=1323/0-3-8, 22=1323/0-3-8 Max Horz22=-174(LC 3) Max Uplift14=-261(LC 6), 22=-261(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2097/504, 3-4=-1869/364, 4-5=-1349/281, 5-6=-3216/606, 6-7=-1555/308, 7-8=-1555/313, 8-9=-3216/582, 9-10=-1349/237, 10-11=-1869/314, 11-12=-2097/294, 12-14=-1255/226, 2-22=-1255/318, 2-21=-289/1372, 12-15=-185/1372 BOT CHORD 21-22=-245/269, 20-21=-411/1277, 20-23=-296/1796, 19-23=-296/1796, 18-19=-208/1249, 17-18=-199/1249, 17-24=-290/1796, 16-24=-290/1796, 15-16=-181/1277 WEBS 3-21=-200/313, 4-20=-221/1137, 5-20=-521/93, 5-19=-2414/511, 7-18=-420/2119, 9-17=-2414/440, 9-16=-521/81, 10-16=-196/1137, 6-18=-665/184, 6-19=-455/2175, 8-18=-665/167, 8-17=-397/2175 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: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Bearing at joint(s) 14, 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=261, 22=261. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down and 69 lb up at 3-0-12, 268 lb down and 103 lb up at 5-0-12, and 268 lb down and 103 lb up at 12-10-4, and 239 lb down and 69 lb up at 14-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG20 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288027 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:14 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-RptnEiMqiqDaTsbkBTyQQWYru3maDIkns1RVbmypaQh LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 10-12=-60, 21-22=-20, 15-21=-20, 14-15=-20, 1-2=-60, 12-13=-60 Concentrated Loads (lb) Vert: 20=-239(F) 16=-239(F) 23=-268(F) 24=-268(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. 09/12/18 William Hohlt Job B18802326 Truss TG21 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288028 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-v?RAR2NST8LR50AwkBTfyj50kTyeyfnw5hA27DypaQg Scale = 1:76.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 5x12 8x8 5x6 4x8 10x16 8x8 8x8 5x12 6x8 8x8 3x6 3x6 3x12 3x4 3x4 1-6-3 1-6-3 4-7-3 3-1-0 7-8-2 3-1-0 10-2-14 2-6-11 13-3-13 3-1-0 16-4-13 3-1-0 17-11-0 1-6-3 1-6-3 1-6-3 4-7-3 3-1-0 7-8-2 3-1-0 10-2-14 2-6-11 13-3-13 3-1-0 16-4-13 3-1-0 17-11-0 1-6-3 1-0-1110-0-31-0-111-5-28-7-114.00 12 14.00 12 Plate Offsets (X,Y)-- [1:0-3-8,0-1-8], [4:0-2-11,Edge], [5:0-2-11,Edge], [8:0-3-8,0-1-8], [13:0-3-8,0-3-0], [14:0-3-8,0-4-0], [15:0-5-4,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) 0.41 0.91 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.23 0.31 0.04 (loc) 13-14 13-14 9 10-11 l/defl >999 >933 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 276 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SP 2400F 2.0E *Except* 4-5: 2x4 SPF No.2 BOT CHORD2x4 SP 2400F 2.0E *Except* 10-15: 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 1-16,8-9,1-15,2-15,4-12,7-10,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,9-10. REACTIONS. (lb/size)16=5455/0-3-8, 9=3908/0-3-8 Max Horz16=247(LC 4) Max Uplift9=-75(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-5298/0, 1-2=-11266/0, 2-3=-6885/0, 3-4=-4749/0, 4-5=-3027/0, 5-6=-4646/0, 6-7=-5472/58, 7-8=-8031/157, 8-9=-3772/84 BOT CHORD 15-16=-356/360, 15-17=0/6680, 17-18=0/6681, 14-18=0/6682, 14-19=0/4490, 13-19=0/4490, 13-20=0/3084, 12-20=0/3084, 12-21=0/3555, 11-21=0/3555, 11-22=-53/4844, 10-22=-53/4844 WEBS 1-15=0/7827, 2-15=0/4208, 2-14=-2343/2, 3-14=0/3445, 3-13=-2538/0, 4-13=0/3627, 4-12=-609/81, 5-12=0/3286, 6-12=-1014/465, 6-11=-480/1253, 7-11=-1378/145, 7-10=-104/2405, 8-10=-82/5580 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: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Bearing at joint(s) 16, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG21 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288028 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:15 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-v?RAR2NST8LR50AwkBTfyj50kTyeyfnw5hA27DypaQg NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1342 lb down at 2-2-12, 1342 lb down at 4-2-12, 1342 lb down at 6-2-12, 1325 lb down at 8-2-12, 1573 lb down and 140 lb up at 10-2-12, and 421 lb down and 93 lb up at 12-2-12, and 609 lb down and 427 lb up at 14-2-12 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: 1-4=-60, 4-5=-60, 5-8=-60, 15-16=-20, 10-15=-20, 9-10=-20 Concentrated Loads (lb) Vert: 12=-1573(B) 17=-1342(B) 18=-1342(B) 19=-1342(B) 20=-1325(B) 21=-421(B) 22=-609(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. 09/12/18 William Hohlt Job B18802326 Truss TG22 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288029 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-NC?YfOO4ERTIiAl6Iu_uVxd4QtS?h7G4KLwbffypaQf Scale = 1:72.4 1 2 3 4 5 6 7 13 12 11 10 9 814 15 16 17 18 193x12 4x6 5x6 5x12 3x44x6 2x4 3x8 2x4 3x6 3x6 3x6 3x8 8-11-13 8-11-13 14-7-0 5-7-3 17-11-12 3-4-12 24-0-14 6-1-2 30-5-8 6-4-10 4-7-11 4-7-11 8-11-13 4-4-3 14-7-0 5-7-3 22-4-8 7-9-8 30-5-8 8-1-0 1-0-73-8-08-6-43-8-010.00 12 Plate Offsets (X,Y)-- [1:0-5-8,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) 0.86 0.26 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.01 0.05 (loc) 1-13 1-13 8 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 172 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 4-5: 2x6 SP No.1 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 3-0-14 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. REACTIONS. (lb/size)1=628/0-3-8, 8=618/Mechanical, 10=1674/0-3-8 Max Horz1=178(LC 12) Max Uplift1=-29(LC 13), 8=-415(LC 4), 10=-493(LC 6) Max Grav1=628(LC 1), 8=629(LC 10), 10=1674(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-694/59, 2-3=-546/81, 3-4=-512/106, 4-5=-541/108, 5-6=-153/493, 6-7=-530/408, 7-8=-455/285 BOT CHORD 1-13=-121/456, 10-14=-346/457, 14-15=-346/457, 15-16=-346/457, 9-16=-346/457 WEBS 4-13=-45/333, 5-10=-1000/91, 6-10=-1154/571, 6-9=-208/289, 7-9=-435/544 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=415 , 10=493. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 82 lb down and 119 lb up at 19-4-12, 82 lb down and 119 lb up at 21-4-12, 82 lb down and 119 lb up at 23-4-12, 82 lb down and 119 lb up at 25-4-12, and 82 lb down and 119 lb up at 27-4-12, and 83 lb down and 118 lb up at 29-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 1-8=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG22 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288029 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:16 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-NC?YfOO4ERTIiAl6Iu_uVxd4QtS?h7G4KLwbffypaQf LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-82(B) 15=-82(B) 16=-82(B) 17=-82(B) 18=-82(B) 19=-83(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. 09/12/18 William Hohlt Job B18802326 Truss TG23 Truss Type Hip Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288030 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-NC?YfOO4ERTIiAl6Iu_uVxdBstRphGN4KLwbffypaQf Scale: 3/8"=1' 1 2 3 4 5 6 7 8 12 11 10 913 14 15 4x6 4x8 4x6 4x8 3x4 4x63x8 3x6 3x6 2x4 4x6 3-0-10 3-0-10 12-5-10 9-5-0 16-6-12 4-1-2 16-7-2 0-0-6 -1-8-8 1-8-8 0-6-10 0-6-10 3-0-10 2-6-0 7-9-2 4-8-8 12-5-10 4-8-8 16-7-2 4-1-8 1-1-91-5-153-4-103-6-150-10-143-4-108.00 12 10.00 12 7.78 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-4], [8:0-4-15,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.33 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.18 0.02 0.14 (loc) 9-11 9-11 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 2-4-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-15 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)8=759/0-4-3, 12=986/0-3-8 Max Horz12=90(LC 12) Max Uplift8=-247(LC 3), 12=-372(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1026/523, 4-5=-762/412, 5-6=-843/399, 6-7=-1069/484, 7-8=-1142/471, 2-12=-368/225 BOT CHORD 11-12=-207/267, 10-11=-504/1088, 10-13=-504/1088, 13-14=-504/1088, 14-15=-504/1088, 9-15=-504/1088, 8-9=-352/859 WEBS 3-11=-291/580, 4-11=-278/451, 5-11=-400/159, 5-9=-337/192, 6-9=-246/419, 3-12=-740/373 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=247, 12=372. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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) 122 lb down and 130 lb up at 3-0-2, 60 lb down and 88 lb up at 4-4-14, 60 lb down and 88 lb up at 6-4-14, 25 lb down and 74 lb up at 8-4-14, and 25 lb down and 74 lb up at 10-4-14, and 25 lb down and 74 lb up at 12-4-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 6-8=-60, 8-12=-20 Concentrated Loads (lb) Vert: 10=-60 11=-122(B) 9=-25 13=-60 14=-25 15=-25 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG24 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288031 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 14:38:49 2018 Page 1PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-4tnYinshUBh9tMYTgoGpMx90o5XV3rICx97MLUypYcq Scale = 1:76.9 2 4 5 6 7 8 9 1 3 10 11 19 18 17 16 15 14 13 12 20 4x8 5x6 5x6 5x6 5x6 2x4 4x63x6 3x6 3x8 3x8 3x6 5x6 4x6 2x4 6x10 5x6 2x4 3x6 2-4-0 2-4-0 7-4-0 5-0-0 12-11-8 5-7-8 18-7-0 5-7-8 23-7-0 5-0-0 25-11-0 2-4-0 -1-8-8 1-8-8 2-4-0 2-4-0 7-4-0 5-0-0 12-11-8 5-7-8 18-7-0 5-7-8 23-7-0 5-0-0 25-11-0 2-4-0 30-7-8 4-8-8 3-1-95-3-411-1-1 3-1-95-3-412.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [4:0-4-0,0-0-15], [8:0-3-0,0-1-15], [9:0-6-1,0-4-12], [14:0-3-8,0-1-8] 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) 0.40 0.18 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.12 0.02 0.04 (loc) 15 15-17 12 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 222 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 5-6,6-7,1-3: 2x6 SP No.1, 10-11: 2x8 SP 2400F 2.0E BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 6-15: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-13 max.): 4-5, 7-8, 2-3, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS. (lb/size)19=1090/0-3-8, 12=1469/0-3-8 Max Horz19=-311(LC 3) Max Uplift19=-217(LC 5), 12=-336(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-416/159, 4-5=-963/142, 5-6=-913/168, 6-7=-913/184, 7-8=-871/129, 2-19=-1089/219, 9-12=-1473/340, 9-10=-439/176, 9-20=0/253 BOT CHORD 18-19=-228/293, 17-18=-180/356, 16-17=-63/977, 15-16=-63/977, 14-15=0/888 WEBS 3-18=-445/46, 3-4=-594/63, 4-17=-24/865, 5-17=-532/83, 5-15=-547/182, 6-15=-113/778, 7-15=-428/143, 7-14=-610/98, 8-14=-45/974, 8-10=-859/108, 2-18=-61/588, 9-13=-11/337 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 19 and 336 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG24 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288031 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 14:38:49 2018 Page 2PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-4tnYinshUBh9tMYTgoGpMx90o5XV3rICx97MLUypYcq NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 7 lb up at -1-8-8, and 46 lb down and 7 lb up at 27-7-8 on top chord, and 24 lb down and 120 lb up at 2-0-0, and 24 lb down and 120 lb up at 23-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 12-19=-20, 1-2=-60, 9-20=-60, 11-20=-100(F=-40) Concentrated Loads (lb) Vert: 18=53(B) 13=53(B) 1=-46(F) 20=-46(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. 09/12/18 William Hohlt Job B18802326 Truss TG25 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288032 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-Ja6I44PLl3k0yUvVQJ0MaMjOvg8590VNnfPikYypaQd Scale = 1:45.4 2 4 5 6 7 8 1 3 9 10 16 15 14 13 12 1117 18 19 20 21 22 23 24 6x6 3x6 8x8 4x63x6 3x12 2x4 6x6 3x6 5x12 8x8 5x12 2x4 2x4 2-4-0 2-4-0 10-11-8 8-7-8 19-7-0 8-7-8 21-11-0 2-4-0 -1-8-8 1-8-8 2-4-0 2-4-0 10-11-8 8-7-8 19-7-0 8-7-8 21-11-0 2-4-0 23-7-8 1-8-8 1-2-113-4-63-6-111-2-113-4-612.00 12 8.00 12 Plate Offsets (X,Y)-- [4:0-3-11,Edge], [7:0-3-11,Edge], [11:Edge,0-7-0], [16:Edge,0-7-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.92 0.22 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.18 0.01 0.14 (loc) 13 13 11 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 1-3,9-10: 2x6 SP No.1 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 4-13,7-13: 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 (3-2-10 max.): 4-7, 2-3, 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-13 REACTIONS. (lb/size)16=935/0-3-8, 11=937/0-3-8 Max Horz16=-84(LC 14) Max Uplift16=-507(LC 4), 11=-485(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-681/574, 4-5=-1600/1025, 5-6=-1597/1023, 6-7=-1597/1024, 7-8=-684/542, 2-16=-976/582, 8-11=-979/552 BOT CHORD 15-17=-438/526, 17-18=-438/526, 18-19=-438/526, 14-19=-438/526, 14-20=-438/526, 13-20=-438/526, 13-21=-377/529, 21-22=-377/529, 22-23=-377/529, 23-24=-377/529, 12-24=-377/529 WEBS 3-4=-251/224, 4-13=-671/1148, 5-13=-618/255, 7-13=-691/1147, 7-9=-252/215, 8-12=-395/587, 2-15=-413/584 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=507, 11=485. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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) 43 lb down and 7 lb up at -1-8-8, and 43 lb down and 7 lb up at 23-7-8 on top chord, and 49 lb down and 105 lb up at 2-0-0, 21 lb down and 68 lb up at 2-4-12, 21 lb down and 68 lb up at 3-6-4, 21 lb down and 68 lb up at 5-6-4, 21 lb down and 68 lb up at 7-6-4, 21 lb down and 68 lb up at 9-6-4, 21 lb down and 68 lb up at 11-6-4, 21 lb down and 68 lb up at 13-6-4, 21 lb down and 68 lb up at 15-6-4, 21 lb down and 68 lb up at 17-6-4, and 21 lb down and 68 lb up at 19-6-4, and 49 lb down and 105 lb up at 19-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG25 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288032 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:18 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-Ja6I44PLl3k0yUvVQJ0MaMjOvg8590VNnfPikYypaQd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-60, 4-7=-60, 7-8=-60, 11-16=-20, 1-2=-60, 8-10=-60 Concentrated Loads (lb) Vert: 15=59(B=53) 12=59(B=53) 1=-43(F) 10=-43(F) 17=6 18=6 19=6 20=6 21=6 22=6 23=6 24=6 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 09/12/18 William Hohlt Job B18802326 Truss TG26 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288033 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-Ja6I44PLl3k0yUvVQJ0MaMjZIgA69E_NnfPikYypaQd Scale = 1:30.1 1 2 3 5 46 3x4 2x4 4x6 2x4 3x4 4-1-12 4-1-12 4-3-8 0-1-12 8-3-0 3-11-8 4-1-12 4-1-12 8-3-0 4-1-4 0-5-93-10-135.00 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) 0.20 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 4 1 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=242/0-3-8, 4=154/0-1-8, 5=465/0-3-8 Max Horz1=114(LC 4) Max Uplift1=-31(LC 5), 4=-21(LC 11), 5=-20(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-250/82 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 29 lb up at 0-1-12, and 114 lb down at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 1=-111(F) 6=-114(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG27 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288034 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-nnggHQQzWMstZeUhz1Xb7ZFkj4VVuetW0J8GG_ypaQc Scale = 1:62.9 1 2 3 4 5 6 7 12 11 10 9 8 3x6 3x4 4x6 8x8 5x6 8x8 4x6 3x4 3x6 5x6 5x64x8 1-9-6 1-9-6 5-11-8 4-2-2 10-1-10 4-2-2 11-11-0 1-9-6 0-11-10 0-11-10 1-11-7 0-11-13 5-11-8 4-0-1 9-11-9 4-0-1 10-11-6 0-11-13 11-11-0 0-11-10 1-1-41-10-72-10-107-6-111-1-41-5-29.50 12 12.31 12 14.00 12 11.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.14 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 0.08 0.02 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 600 480 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 3-4,4-5: 2x6 SP No.1 BOT CHORD2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)12=680/0-3-8, 8=1540/0-3-8 Max Horz12=181(LC 5) Max Uplift12=-38(LC 7), 8=-112(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1469/145, 3-4=-803/81, 4-5=-1037/94, 5-6=-2804/179, 6-7=-418/43, 7-8=-516/53 BOT CHORD 11-12=-268/720, 10-11=-209/1009, 9-10=-99/1913, 8-9=-81/1480 WEBS 4-10=-22/638, 5-10=-1457/180, 5-9=-8/867, 6-9=-40/916, 6-8=-2193/132, 3-10=-524/177, 3-11=-136/431, 2-11=-33/532, 2-12=-1059/82 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=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 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 8=112. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 11-12=-20, 9-11=-20, 8-9=-20 Trapezoidal Loads (plf) Vert: 4=-60-to-5=-366, 5=-366-to-6=-441, 6=-441-to-7=-504 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG29 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288035 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-nnggHQQzWMstZeUhz1Xb7ZFd64O9uZeW0J8GG_ypaQc Scale = 1:18.3 1 2 3 4 8 7 6 59 10 3x4 4x6 6x6 6x6 3x6 3x8 10x10 4x6 1-3-6 1-3-6 1-10-13 0-7-7 6-3-8 4-4-11 1-3-6 1-3-6 1-10-13 0-7-7 6-3-8 4-4-11 1-4-142-1-1014.00 12 Plate Offsets (X,Y)-- [3:0-3-14,0-3-0], [6:0-3-8,0-5-0], [7:0-3-8,0-1-8] 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) 0.70 0.61 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.00 0.02 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SP No.1 BOT CHORD2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)8=1884/Mechanical, 5=2553/Mechanical Max Horz8=16(LC 5) Max Uplift8=-118(LC 3), 5=-157(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1710/113, 1-2=-1761/104, 2-3=-3179/149, 3-4=-2327/121, 4-5=-1145/115 BOT CHORD 6-7=-120/2144 WEBS 1-7=-130/2187, 2-7=-2338/112, 3-6=-38/1992, 4-6=-114/2254 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 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; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=118, 5=157. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1092 lb down and 42 lb up at 1-9-12, and 1150 lb down and 43 lb up at 3-9-12, and 1085 lb down and 44 lb up at 5-4-12 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-135(F=-75), 2-3=-135(F=-75), 3-4=-135(F=-75), 5-8=-50(F=-30) Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss TG29 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 297 Westvale Job Reference (optional) I34288035 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:19 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-nnggHQQzWMstZeUhz1Xb7ZFd64O9uZeW0J8GG_ypaQc LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-1092(B) 9=-1150(B) 10=-1085(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. 09/12/18 William Hohlt Job B18802326 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288036 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-nnggHQQzWMstZeUhz1Xb7ZFgp4P9uhhW0J8GG_ypaQc Scale = 1:37.3 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-10 0-0-10 20-9-10 20-9-0 10-4-13 10-4-13 20-9-10 10-4-13 0-0-44-3-80-0-44.95 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.47 0.55 0.10 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 CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud 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 20-8-6. (lb) - Max Horz1=-37(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=487(LC 10), 6=487(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-356/159, 4-6=-359/159 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 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, 5, 9, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288037 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-FzE3UmRbHg_kBn3tXk3qfnovXUqId8IgFzupoQypaQb Scale: 3/8"=1' 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-10 0-0-10 17-9-4 17-8-10 8-10-10 8-10-10 17-9-4 8-10-10 0-0-43-8-00-0-44.95 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.23 0.08 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: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud 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 17-8-0. (lb) - Max Horz1=32(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=258(LC 1), 9=389(LC 10), 6=389(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-290/129, 4-6=-292/130 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, 5, 9, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288038 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-FzE3UmRbHg_kBn3tXk3qfnoncUnzd8sgFzupoQypaQb Scale = 1:24.5 1 2 3 43x8 4x8 3x82x4 0-0-10 0-0-10 13-8-4 13-7-10 6-10-2 6-10-2 13-8-4 6-10-2 0-0-42-9-140-0-44.95 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.45 0.11 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: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 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. (lb/size)1=214/13-7-1, 3=214/13-7-1, 4=545/13-7-1 Max Horz1=24(LC 6) Max Uplift1=-24(LC 6), 3=-28(LC 7), 4=-1(LC 6) Max Grav1=219(LC 10), 3=219(LC 11), 4=545(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-361/133 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, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288039 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-FzE3UmRbHg_kBn3tXk3qfnouuUqsd9WgFzupoQypaQb Scale = 1:18.5 1 2 3 4 3x4 4x6 3x42x4 0-0-10 0-0-10 9-7-5 9-6-11 4-9-10 4-9-10 9-7-5 4-9-10 0-0-41-11-12 0-0-44.95 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.20 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 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. (lb/size)1=142/9-6-1, 3=142/9-6-1, 4=362/9-6-1 Max Horz1=16(LC 6) Max Uplift1=-16(LC 6), 3=-18(LC 7), 4=-1(LC 6) Max Grav1=146(LC 10), 3=146(LC 11), 4=362(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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288040 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-j9oRi6RD2_6bpxe45Ra3C_L58u7tMclpTddMLsypaQa Scale = 1:12.3 1 2 3 2x4 3x4 2x4 0-0-10 0-0-10 5-6-5 5-5-11 2-9-2 2-9-2 5-6-5 2-9-2 0-0-41-1-110-0-44.95 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.40 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=160/5-5-2, 3=160/5-5-2 Max Horz1=8(LC 6) Max Uplift1=-8(LC 6), 3=-8(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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288041 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-j9oRi6RD2_6bpxe45Ra3C_L4wu74MZNpTddMLsypaQa Scale = 1:86.2 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-3 0-0-3 17-9-2 17-8-15 8-10-9 8-10-9 17-9-2 8-10-9 0-0-410-4-50-0-414.00 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) 0.23 0.39 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 3-8: 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 3-8 REACTIONS. All bearings 17-8-11. (lb) - Max Horz1=-243(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-256(LC 6), 6=-256(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=367(LC 1), 9=486(LC 10), 6=486(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-303/301, 4-6=-305/302 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) 9=256, 6=256. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288042 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-CMMpvRSrpHESQ5DGf95IkCtGcHXe52AyiHNwtJypaQZ Scale = 1:72.7 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 15-6-14 15-6-14 15-7-2 0-0-3 7-9-9 7-9-9 15-7-2 7-9-9 0-0-49-1-20-0-414.00 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) 0.17 0.18 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: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 3-7: 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 3-7 REACTIONS. All bearings 15-6-11. (lb) - Max Horz1=-212(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-220(LC 6), 6=-220(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=383(LC 1), 8=430(LC 10), 6=430(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-263/262, 4-6=-263/262 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=220, 6=220. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288043 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-CMMpvRSrpHESQ5DGf95IkCtF9HXn51syiHNwtJypaQZ Scale = 1:59.5 1 2 3 4 5 8 7 69 10 3x4 4x6 3x42x4 2x4 2x4 2x4 12-8-10 12-8-10 12-8-13 0-0-3 6-4-6 6-4-6 12-8-13 6-4-6 0-0-47-5-20-0-414.00 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) 0.20 0.17 0.14 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: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 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 12-8-6. (lb) - Max Horz1=-171(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-189(LC 6), 6=-189(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=359(LC 1), 8=338(LC 10), 6=338(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) 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=189, 6=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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288044 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-CMMpvRSrpHESQ5DGf95IkCtC0HVG528yiHNwtJypaQZ Scale = 1:48.9 1 2 3 43x6 4x6 3x6 2x4 9-10-5 9-10-5 9-10-8 0-0-3 4-11-4 4-11-4 9-10-8 4-11-4 0-0-45-9-20-0-414.00 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) 0.40 0.27 0.12 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: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 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. (lb/size)1=215/9-10-2, 3=215/9-10-2, 4=309/9-10-2 Max Horz1=-131(LC 4) Max Uplift1=-25(LC 7), 3=-19(LC 6) 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288045 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-gYwB7nTTabMJ2FnSCscXHPQQ_hslqWX6xx6TPlypaQY Scale = 1:35.2 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 7-0-4 7-0-0 3-6-2 3-6-2 7-0-4 3-6-2 0-0-44-1-20-0-414.00 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) 0.20 0.25 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud 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. (lb/size)1=148/6-11-13, 3=148/6-11-13, 4=215/6-11-13 Max Horz1=90(LC 5) Max Uplift1=-20(LC 7), 3=-15(LC 6) 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288046 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-gYwB7nTTabMJ2FnSCscXHPQS9huSqW_6xx6TPlypaQY Scale = 1:18.0 1 2 3 4 2x4 4x6 2x42x4 0-0-3 0-0-3 4-1-15 4-1-12 2-1-0 2-1-0 4-1-15 2-1-0 0-0-42-5-20-0-414.00 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) 0.12 0.08 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=88/4-1-8, 3=88/4-1-8, 4=107/4-1-8 Max Horz1=-50(LC 4) Max Uplift1=-17(LC 7), 3=-14(LC 6) Max Grav1=88(LC 1), 3=88(LC 1), 4=109(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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288047 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-gYwB7nTTabMJ2FnSCscXHPQKChpcqWq6xx6TPlypaQY Scale = 1:25.3 1 2 4 3 2x4 3x4 2x4 3x4 4-4-0 4-4-0 2-2-23-7-84.00 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) 0.63 0.39 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)4=162/4-4-0, 3=162/4-4-0 Max Horz4=42(LC 4) Max Uplift3=-41(LC 4) 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;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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288048 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-8kUZK7U6LvUAgPMfma7mqdzUS57JZzVFAbs0xBypaQX Scale = 1:18.4 1 2 3 3x6 3x4 3x4 6-10-7 6-10-7 0-0-42-3-84.00 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) 0.66 0.49 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: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=231/6-9-11, 3=231/6-9-11 Max Horz1=60(LC 4) Max Uplift1=-10(LC 4), 3=-30(LC 4) 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) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288049 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-8kUZK7U6LvUAgPMfma7mqdzV859dZyKFAbs0xBypaQX Scale = 1:33.9 1 2 3 5 4 2x4 4x6 2x4 2x4 2x44-11-13 4-11-13 4-3-13 4-3-13 4-11-13 0-8-0 0-0-45-0-84-3-314.00 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) 0.62 0.34 0.08 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: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=151/4-11-10, 4=-48/4-11-10, 5=258/4-11-10 Max Horz1=131(LC 6) Max Uplift4=-121(LC 2), 5=-28(LC 6) Max Grav1=151(LC 1), 5=290(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 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) 5 except (jt=lb) 4=121. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288050 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-8kUZK7U6LvUAgPMfma7mqdzaq5CrZz2FAbs0xBypaQX Scale: 1/2"=1' 1 2 3 5 42x4 4x6 2x4 2x42x4 3-6-11 3-6-11 2-10-11 2-10-11 3-6-11 0-8-0 0-0-43-4-82-7-314.00 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) 0.26 0.13 0.03 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=98/3-6-7, 4=-6/3-6-7, 5=156/3-6-7 Max Horz1=80(LC 6) Max Uplift4=-38(LC 2), 5=-20(LC 6) Max Grav1=98(LC 1), 5=157(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 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) 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288051 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-cw1yYTUk6Cc0HZxrKHe?MqVpwVaXIQlPOFbaUeypaQW Scale = 1:13.7 1 2 3 4 2x4 3x4 2x4 2x4 2-1-8 2-1-8 1-5-9 1-5-9 2-1-8 0-8-0 0-0-41-8-80-11-314.00 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) 0.04 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=67/2-1-5, 4=67/2-1-5 Max Horz1=30(LC 5) Max Uplift4=-10(LC 6) 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) 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288052 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-cw1yYTUk6Cc0HZxrKHe?MqVmfVYCIPvPOFbaUeypaQW Scale = 1:76.8 1 2 3 4 7 6 52x4 4x6 2x4 2x4 2x4 2x4 2x4 8-8-2 8-8-2 7-5-10 7-5-10 8-8-2 1-2-8 0-0-48-8-97-3-1014.00 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) 0.25 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: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS. All bearings 8-7-14. (lb) - Max Horz1=231(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-213(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=365(LC 1), 7=425(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-323/98 WEBS 2-7=-253/301 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=213. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288053 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-cw1yYTUk6Cc0HZxrKHe?MqVm6VV7INlPOFbaUeypaQW Scale: 3/16"=1' 1 2 3 4 7 6 58 2x4 4x6 2x4 2x4 2x4 2x4 2x4 7-4-5 7-4-5 6-1-13 6-1-13 7-4-5 1-2-8 0-0-47-2-25-9-314.00 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) 0.22 0.32 0.19 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: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 7-4-1. (lb) - Max Horz1=183(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-190(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=353(LC 1), 7=339(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-302/93 WEBS 2-7=-230/287 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288054 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-47bKlpVMtWktviW1u?9Ev22pburU1sIYdvL704ypaQV Scale = 1:47.3 1 2 3 5 42x4 4x6 2x4 2x42x4 5-11-2 5-11-2 4-8-10 4-8-10 5-11-2 1-2-8 0-0-45-6-24-1-314.00 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) 0.75 0.38 0.11 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: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=167/5-10-15, 4=5/5-10-15, 5=265/5-10-15 Max Horz1=132(LC 6) Max Uplift4=-48(LC 7), 5=-32(LC 6) 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) 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V20 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288055 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-47bKlpVMtWktviW1u?9Ev22v_uur1tIYdvL704ypaQV Scale = 1:26.6 1 2 3 5 42x4 4x6 2x4 2x42x4 4-6-0 4-6-0 3-3-8 3-3-8 4-6-0 1-2-8 0-0-43-10-22-5-314.00 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) 0.34 0.16 0.04 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=113/4-5-13, 4=26/4-5-13, 5=183/4-5-13 Max Horz1=81(LC 6) Max Uplift1=-1(LC 7), 4=-36(LC 7), 5=-17(LC 5) 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt Job B18802326 Truss V21 Truss Type Valley Qty 1 Ply 1 Wedgewood 297 Westvale Job Reference (optional) I34288056 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 12:35:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-YJ9iy9W_eqskXs5ERihURFb8TIGvmKwhsY4hYWypaQU Scale = 1:16.6 1 2 3 5 4 2x4 4x6 3x6 2x4 3-0-14 3-0-14 1-10-6 1-10-6 3-0-14 1-2-8 0-0-42-2-20-9-314.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14], [3:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=59/3-0-10, 4=38/3-0-10, 5=112/3-0-10 Max Horz1=50(LC 5) Max Uplift1=-27(LC 7), 4=-34(LC 7), 5=-18(LC 5) 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, 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 09/12/18 William Hohlt -0PRODUCT CODE APPROVALS LATERAL BRACING LOCATIONMin 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 platewidth measured perpendicularto 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 Property Damage or Personal InjuryGeneralSafety (Drawings not to scale)© 2012 MiTek® All Rights Reserved MiTek 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. W4- 6 W3-6W3-7 W2-7W1-7C1-8 C5-6C6-7C7-8 C4-5 C3-4C2-3C1-2 TOP CHORD TOP CHORD 8 7 6 54321 BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates therequired direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbols Numbering System General Safety Notes* Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of thetruss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1section 6.3 These truss designs rely on lumber valuesestablished by others.09/12/18 William Hohlt