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HomeMy WebLinkAboutS300.1Re: 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: I35012011 thru I35012102 My license renewal date for the state of Indiana is July 31, 2020. B18802369 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: McKenzie 57 Crooked Stick 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. October 18,2018 Job B18802369 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012011 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-wCprUooEOCgSBvWuUIFq1vmZdTRu55XPsTC7?wySFGx Scale = 1:29.6 1 2 5 6 7 8 3 9 10 11 4 3x4 3x6 6-4-5 6-4-5 -2-6-10 2-6-10 6-4-5 6-4-5 1-8-45-2-90-7-24-7-75-2-96.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.38 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 -0.04 0.03 (loc) 4-5 4-5 3 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 CHORD 2x6 SPF No.2 BOT CHORD 2x6 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) 5=443/0-3-8, 3=139/Mechanical, 4=53/Mechanical Max Horz 5=127(LC 5) Max Uplift 5=-110(LC 5), 3=-118(LC 5), 4=-21(LC 5) Max Grav 5=443(LC 1), 3=139(LC 1), 4=104(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-395/119 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=110, 3=118. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 3 lb up at -2-6-10, 31 lb down and 34 lb up at 2-3-15, 17 lb down and 62 lb up at 3-1-12, and 41 lb down and 57 lb up at 4-8-13, and 26 lb down and 54 lb up at 4-8-15 on top chord, and 2 lb down and 11 lb up at 2-3-15, 3 lb down and 32 lb up at 3-1-12, and 26 lb down at 4-8-13, and 9 lb down and 27 lb up at 4-8-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-53, 2-3=-53, 4-5=-13 Concentrated Loads (lb) Vert: 1=-40(F) 7=19(B) 8=-42(F=-41, B=-1) 9=2(F) 11=-21(F=-19, 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss CG02 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012012 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-OPNDi8os9VoJp3542?m3Z6JkMto_qYnY57yhYMySFGw Scale = 1:27.2 1 2 5 6 7 8 3 9 10 11 4 3x4 3x4 5-6-3 5-6-3 -2-6-10 2-6-10 5-6-3 5-6-3 1-8-44-8-150-7-24-1-134-8-156.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.38 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.02 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=418/0-3-8, 3=131/Mechanical, 4=46/Mechanical Max Horz 5=117(LC 5) Max Uplift 5=-114(LC 5), 3=-104(LC 6), 4=-26(LC 5) Max Grav 5=418(LC 1), 3=131(LC 1), 4=96(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-376/110 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) 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 except (jt=lb) 5=114, 3=104. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 3 lb up at -2-6-10, 31 lb down and 34 lb up at 2-3-15, 21 lb down and 57 lb up at 2-4-2, and 26 lb down and 44 lb up at 3-11-6, and 54 lb down and 55 lb up at 4-8-13 on top chord, and 2 lb down and 11 lb up at 2-3-15, 2 lb down and 42 lb up at 2-4-2, and 3 lb down and 31 lb up at 3-11-6, and 33 lb down at 4-8-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-53, 2-3=-53, 4-5=-13 Concentrated Loads (lb) Vert: 1=-40(F) 6=14(B) 8=-54(F) 9=2(F) 10=3(B) 11=-22(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss CG03 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012013 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-OPNDi8os9VoJp3542?m3Z6JkLtooqYnY57yhYMySFGw Scale = 1:27.8 1 2 5 6 7 8 9 3 10 11 12 13 4 3x4 3x6 5-8-14 5-8-14 -2-6-10 2-6-10 5-8-14 5-8-14 1-8-44-10-74-3-54-10-76.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.38 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.02 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=419/0-3-8, 3=100/Mechanical, 4=34/Mechanical Max Horz 5=120(LC 5) Max Uplift 5=-114(LC 5), 3=-87(LC 5), 4=-29(LC 5) Max Grav 5=419(LC 1), 3=100(LC 1), 4=78(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-379/111 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) 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 except (jt=lb) 5=114. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 3 lb up at -2-6-10, 34 lb down and 12 lb up at 1-0-3, 21 lb down and 49 lb up at 2-6-13, and 34 lb down and 46 lb up at 3-5-0, and 26 lb down and 47 lb up at 4-2-1 on top chord, and 2 lb down and 11 lb up at 1-0-3, 2 lb down and 39 lb up at 2-6-13, and 12 lb down at 3-5-0, and 5 lb down and 30 lb up at 4-2-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-53, 2-3=-53, 4-5=-13 Concentrated Loads (lb) Vert: 1=-40(F) 7=12(F) 8=-12(B) 10=6(B) 12=-8(B) 13=1(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012014 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-sbxbvUpUwpwAQDgGcjHI6KswzH7jZzkiKnhE4oySFGv Scale = 1:74.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 3x4 4x6 3x4 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-4-0 18-4-0 -1-5-0 1-5-0 9-2-0 9-2-0 18-4-0 9-2-0 19-9-0 1-5-0 1-8-410-10-41-8-412.00 12 Plate Offsets (X,Y)-- [27:0-1-12,0-0-0], [28:0-3-0,0-1-4], [28:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.26 0.14 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.02 0.00 0.01 (loc) 17 17 18 17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 139 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 9-25,8-26,10-24: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-25, 8-26, 10-24 REACTIONS.All bearings 18-4-0. (lb) - Max Horz 33=-177(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 29, 30, 31, 24, 23, 22, 21, 20 except 33=-204(LC 4), 18=-188(LC 5), 32=-180(LC 5), 19=-169(LC 4) Max Grav All reactions 250 lb or less at joint(s) 33, 18, 26, 27, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 except 25=264(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-25=-295/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 29, 30, 31, 24, 23, 22, 21, 20 except (jt=lb) 33=204, 18=188, 32=180, 19=169. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012015 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-KnVz7qq6g7212NFT9QoXfXO4MgTUIRGrZRRocEySFGu Scale = 1:25.1 1 2 5 3 4 3x4 3x6 2-8-2 2-8-2 -1-5-0 1-5-0 2-8-2 2-8-2 1-8-44-4-53-9-144-4-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.35 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.03 0.01 (loc) 4-5 4-5 3 4-5 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 CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=192/0-5-8, 3=43/Mechanical, 4=13/Mechanical Max Horz 5=111(LC 6) Max Uplift 3=-48(LC 6), 4=-21(LC 6) Max Grav 5=192(LC 1), 3=43(LC 1), 4=30(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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012016 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-o_2MKArkRQAtgWqfj8JmBlxF44pV1uW_n5AL8hySFGt Scale = 1:18.4 1 2 5 3 4 3x4 3x6 1-4-2 1-4-2 -1-5-0 1-5-0 1-4-2 1-4-2 1-8-43-0-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.35 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 0.00 (loc) 5 5 3 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 CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=271/0-5-8, 3=-57/Mechanical, 4=-12/Mechanical Max Horz 5=85(LC 6) Max Uplift 3=-57(LC 1), 4=-38(LC 6) Max Grav 5=271(LC 1), 3=2(LC 4), 4=7(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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 4 lb up at -1-5-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-53, 2-3=-53, 4-5=-13 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012017 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-o_2MKArkRQAtgWqfj8JmBlxFN4o01uW_n5AL8hySFGt Scale = 1:22.9 1 2 5 3 4 3x4 3x6 2-2-12 2-2-12 -1-5-0 1-5-0 2-2-12 2-2-12 1-8-43-11-03-4-93-11-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.33 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 5 4-5 3 4-5 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 CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=183/0-5-8, 3=27/Mechanical, 4=8/Mechanical Max Horz 5=102(LC 6) Max Uplift 3=-40(LC 6), 4=-24(LC 6) Max Grav 5=183(LC 1), 3=27(LC 1), 4=24(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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012018 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-GAckYVsMCkIkHgPrHrq?kyUP7U8FmLm80lwuh7ySFGs Scale = 1:22.9 1 2 5 3 4 3x4 3x6 2-2-12 2-2-12 -1-5-0 1-5-0 2-2-12 2-2-12 1-8-43-11-00-6-73-4-93-11-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.33 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 5 4-5 3 4-5 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 CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=183/0-5-8, 3=27/Mechanical, 4=8/Mechanical Max Horz 5=102(LC 6) Max Uplift 3=-40(LC 6), 4=-24(LC 6) Max Grav 5=183(LC 1), 3=27(LC 1), 4=24(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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012019 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-kMA6lrs_z2Qbvq_2qYLEGA0aauVzVo0HFPfSDZySFGr Scale = 1:18.4 1 2 5 3 4 3x4 3x6 1-4-2 1-4-2 -1-5-0 1-5-0 1-4-2 1-4-2 1-8-43-0-52-5-143-0-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.35 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 0.00 (loc) 5 5 3 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 CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=271/0-5-8, 3=-57/Mechanical, 4=-12/Mechanical Max Horz 5=85(LC 6) Max Uplift 3=-57(LC 1), 4=-38(LC 6) Max Grav 5=271(LC 1), 3=2(LC 4), 4=7(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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 4 lb up at -1-5-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-53, 2-3=-53, 4-5=-13 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012020 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-kMA6lrs_z2Qbvq_2qYLEGA0YduSnVo0HFPfSDZySFGr Scale = 1:29.7 1 2 5 3 4 3x4 3x4 6-1-4 6-1-4 -1-5-0 1-5-0 6-1-4 6-1-4 1-2-15-2-144-9-115-2-148.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.48 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.07 0.04 (loc) 4-5 4-5 3 4-5 l/defl >999 >632 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=291/0-5-8, 3=140/Mechanical, 4=45/Mechanical Max Horz 5=121(LC 6) Max Uplift 5=-7(LC 6), 3=-63(LC 6) Max Grav 5=291(LC 1), 3=140(LC 1), 4=76(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-258/52 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, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J07 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012021 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-CZkUyBtdkLYSX_YEOGtTpNZmJIqfEFGRU3P?l0ySFGq Scale = 1:25.0 1 2 5 3 4 3x4 2x4 4-10-2 4-10-2 -1-5-0 1-5-0 4-10-2 4-10-2 1-2-14-4-133-11-104-4-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.29 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 0.03 0.02 (loc) 4-5 4-5 3 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 CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=252/0-5-8, 3=106/Mechanical, 4=35/Mechanical Max Horz 5=103(LC 6) Max Uplift 5=-11(LC 6), 3=-48(LC 6) Max Grav 5=252(LC 1), 3=106(LC 1), 4=58(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) 5, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J08 Truss Type Jack-Open Qty 4 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012022 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-hlIsAXuFVfgJ887QyzOiMb6w0h9DziWaij8YHSySFGp Scale = 1:27.5 1 2 5 3 4 3x4 2x4 5-5-4 5-5-4 -1-5-0 1-5-0 5-5-4 5-5-4 1-2-14-9-94-4-64-9-98.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.36 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.07 0.04 0.03 (loc) 4-5 4-5 3 4-5 l/defl >999 >942 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=270/0-5-8, 3=121/Mechanical, 4=41/Mechanical Max Horz 5=112(LC 6) Max Uplift 5=-9(LC 6), 3=-54(LC 6) Max Grav 5=270(LC 1), 3=121(LC 1), 4=66(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) 5, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012023 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-hlIsAXuFVfgJ887QyzOiMb6x2hAuziWaij8YHSySFGp Scale = 1:25.0 1 2 5 3 4 3x4 2x4 4-10-2 4-10-2 -1-5-0 1-5-0 4-10-2 4-10-2 1-2-14-4-130-5-33-11-104-4-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.29 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 0.03 0.02 (loc) 4-5 4-5 3 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 CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=252/0-5-8, 3=106/Mechanical, 4=35/Mechanical Max Horz 5=103(LC 6) Max Uplift 5=-11(LC 6), 3=-48(LC 6) Max Grav 5=252(LC 1), 3=106(LC 1), 4=58(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) 5, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J10 Truss Type JACK-OPEN Qty 10 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012024 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-9xsFNtvtGzoAmIicWhvxuoe555WWi9lkxNu6quySFGo Scale = 1:28.1 1 2 5 3 4 3x4 2x4 5-7-8 5-7-8 -1-5-0 1-5-0 5-7-8 5-7-8 1-2-14-11-14-5-144-11-18.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.33 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.05 0.03 (loc) 4-5 4-5 3 4-5 l/defl >999 >845 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=276/0-5-8, 3=126/Mechanical, 4=43/Mechanical Max Horz 5=114(LC 6) Max Uplift 5=-9(LC 6), 3=-55(LC 6) Max Grav 5=276(LC 1), 3=126(LC 1), 4=69(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) 5, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J11 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012025 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-9xsFNtvtGzoAmIicWhvxuoe765X2i9lkxNu6quySFGo Scale = 1:21.4 1 2 5 3 42x4 3x4 3-9-0 3-9-0 -1-5-0 1-5-0 3-9-0 3-9-0 1-2-13-8-13-2-143-8-18.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.21 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 -0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=220/0-5-8, 3=76/Mechanical, 4=24/Mechanical Max Horz 5=88(LC 6) Max Uplift 5=-14(LC 6), 3=-37(LC 6) Max Grav 5=220(LC 1), 3=76(LC 1), 4=44(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) 5, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J12 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012026 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-d7QdbDvV1Gw1ORHp3OQAR0BIsVsHRc?tA1dfMKySFGn Scale = 1:21.4 1 2 5 3 42x4 3x4 3-9-0 3-9-0 -1-5-0 1-5-0 3-9-0 3-9-0 1-2-13-8-10-5-33-2-143-8-18.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.21 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 -0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=220/0-5-8, 3=76/Mechanical, 4=24/Mechanical Max Horz 5=88(LC 6) Max Uplift 5=-14(LC 6), 3=-37(LC 6) Max Grav 5=220(LC 1), 3=76(LC 1), 4=44(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) 5, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J13 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012027 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-5K_?oZw7oa2u?bs?d6xPzDjRWvBaA3F0OhNDunySFGm Scale = 1:23.5 1 2 5 3 4 3x4 3x6 2-4-4 2-4-4 -1-5-0 1-5-0 2-4-4 2-4-4 1-8-44-0-83-6-14-0-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.34 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 5 4-5 3 4-5 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 CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=185/0-5-8, 3=32/Mechanical, 4=9/Mechanical Max Horz 5=105(LC 6) Max Uplift 3=-42(LC 6), 4=-23(LC 6) Max Grav 5=185(LC 1), 3=32(LC 1), 4=26(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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J14 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012028 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-5K_?oZw7oa2u?bs?d6xPzDjRWvBaA3F0OhNDunySFGm Scale = 1:23.5 1 2 5 3 4 3x4 3x6 2-4-4 2-4-4 -1-5-0 1-5-0 2-4-4 2-4-4 1-8-44-0-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.34 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 5 4-5 3 4-5 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 CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=185/0-5-8, 3=32/Mechanical, 4=9/Mechanical Max Horz 5=105(LC 6) Max Uplift 3=-42(LC 6), 4=-23(LC 6) Max Grav 5=185(LC 1), 3=32(LC 1), 4=26(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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J15 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012029 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-ZWXN0vxlZuAldlRBBpSeWRGfkJY9vWVAdL6mQDySFGl Scale = 1:18.4 1 2 5 3 4 2x4 3x4 2-10-2 2-10-2 -1-5-0 1-5-0 2-10-2 2-10-2 1-2-13-0-132-7-103-0-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.18 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 4-5 4-5 3 4-5 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 CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=196/0-5-8, 3=49/Mechanical, 4=14/Mechanical Max Horz 5=76(LC 6) Max Uplift 5=-16(LC 6), 3=-27(LC 6), 4=-1(LC 6) Max Grav 5=196(LC 1), 3=49(LC 1), 4=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) 5, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J16 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012030 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-1i5lDEyNKBIcFv0OlXzt3epqUiuOezlJs?sJzfySFGk Scale = 1:18.4 1 2 5 3 4 2x4 3x4 2-10-2 2-10-2 -1-5-0 1-5-0 2-10-2 2-10-2 1-2-13-0-132-7-103-0-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.18 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 4-5 4-5 3 4-5 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 CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=196/0-5-8, 3=49/Mechanical, 4=14/Mechanical Max Horz 5=76(LC 6) Max Uplift 5=-16(LC 6), 3=-27(LC 6), 4=-1(LC 6) Max Grav 5=196(LC 1), 3=49(LC 1), 4=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) 5, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J17 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012031 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:27:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-1i5lDEyNKBIcFv0OlXzt3epnpitPezlJs?sJzfySFGk Scale = 1:20.6 1 2 5 3 4 3x4 3x6 1-9-7 1-9-7 -1-5-0 1-5-0 1-9-7 1-9-7 1-8-43-5-112-11-33-5-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.35 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.02 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=256/0-5-8, 3=-19/Mechanical, 4=-5/Mechanical Max Horz 5=94(LC 6) Max Uplift 3=-30(LC 6), 4=-29(LC 6) Max Grav 5=256(LC 1), 3=6(LC 4), 4=14(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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 4 lb up at -1-5-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-53, 2-3=-53, 4-5=-13 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J18 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012032 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-Vvf8Qaz05VQTs3baIEV6bsL?E6FyMQ?T5fbtV6ySFGj Scale = 1:14.8 1 2 5 3 4 2x4 3x4 1-9-0 1-9-0 -1-5-0 1-5-0 1-9-0 1-9-0 1-2-12-4-11-10-142-4-18.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.18 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=177/0-5-8, 3=10/Mechanical, 4=2/Mechanical Max Horz 5=62(LC 6) Max Uplift 5=-21(LC 6), 3=-13(LC 7), 4=-6(LC 6) Max Grav 5=177(LC 1), 3=10(LC 1), 4=18(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) 5, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J19 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012033 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-z5DWewzespZKUDAmsx0L83uA_WbB5tEcJJLQ1YySFGi Scale = 1:14.8 1 2 5 3 4 2x4 3x4 1-9-0 1-9-0 -1-5-0 1-5-0 1-9-0 1-9-0 1-2-12-4-11-10-142-4-18.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.18 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=177/0-5-8, 3=10/Mechanical, 4=2/Mechanical Max Horz 5=62(LC 6) Max Uplift 5=-21(LC 6), 3=-13(LC 7), 4=-6(LC 6) Max Grav 5=177(LC 1), 3=10(LC 1), 4=18(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) 5, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J20 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012034 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-z5DWewzespZKUDAmsx0L83u89Wa_5tEcJJLQ1YySFGi Scale = 1:19.0 1 2 5 3 4 3x4 3x6 1-5-10 1-5-10 -1-5-0 1-5-0 1-5-10 1-5-10 1-8-43-1-132-7-63-1-1312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.30 0.12 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 CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=177/0-5-8, 3=-6/Mechanical, 4=-0/Mechanical Max Horz 5=87(LC 6) Max Uplift 3=-25(LC 6), 4=-35(LC 6) Max Grav 5=177(LC 1), 3=11(LC 4), 4=15(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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss J21 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012035 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-SHnurG_Gd6hA6MkzQfXagHRJvwwDqKUmYz4_a_ySFGh Scale = 1:19.0 1 2 5 3 4 3x4 3x6 1-5-10 1-5-10 -1-5-0 1-5-0 1-5-10 1-5-10 1-8-43-1-132-7-63-1-1312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-R 0.30 0.12 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 CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=177/0-5-8, 3=-6/Mechanical, 4=-0/Mechanical Max Horz 5=87(LC 6) Max Uplift 3=-25(LC 6), 4=-35(LC 6) Max Grav 5=177(LC 1), 3=11(LC 4), 4=15(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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss M01 Truss Type MONOPITCH Qty 4 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012036 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-wULG3c?uNQp1jWJ9_M2pDUzUQKEVZmavndqX6RySFGg Scale = 1:41.0 1 2 3 5 4 2x4 2x4 3x6 3x4 5-4-0 5-4-0 -1-5-0 1-5-0 5-4-0 5-4-0 1-8-47-0-46-8-120-3-87-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.31 0.18 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.06 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >937 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=264/0-5-8, 4=155/0-1-8 Max Horz 5=164(LC 6) Max Uplift 4=-97(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) 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. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss M02 Truss Type MONOPITCH Qty 3 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012037 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-wULG3c?uNQp1jWJ9_M2pDUzPbKEsZm0vndqX6RySFGg Scale: 1/4"=1' 1 2 3 5 4 3x4 3x4 5x8 4x6 6-8-0 6-8-0 -1-5-0 1-5-0 6-8-0 6-8-0 1-8-48-4-48-0-120-3-88-4-412.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-0-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.16 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 -0.00 0.02 (loc) 4-5 4-5 4 4-5 l/defl >999 >720 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 5=306/0-5-8, 4=202/0-1-8 Max Horz 5=170(LC 5) Max Uplift 5=-14(LC 4), 4=-85(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-261/68 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 McKenzie 57 Crooked Stick Job Reference (optional) I35012038 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-OgveGy0W8kxuLguLX4Z2miWgcjTGIEe2?HZ4etySFGf Scale = 1:41.0 1 2 4 3 5 6 7 3x6 2x4 4x6 2x4 5-4-0 5-4-0 5-4-0 5-4-0 1-8-47-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-P 0.22 0.60 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.13 -0.00 0.03 (loc) 3-4 3-4 3 3-4 l/defl >896 >466 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=1450/Mechanical, 4=1388/0-5-8 Max Horz 4=118(LC 5) Max Uplift 3=-142(LC 5), 4=-10(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. 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) 4 except (jt=lb) 3=142. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 834 lb down and 31 lb up at 1-4-12, and 834 lb down and 31 lb up at 2-8-12, and 834 lb down and 31 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-53, 3-4=-13 Concentrated Loads (lb) Vert: 5=-834(B) 6=-834(B) 7=-834(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss PB01 Truss Type Piggyback Qty 13 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012039 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-ssS1UI08v13lzqTX5n4HIv3uW7yC1hECExJeAJySFGe Scale = 1:8.3 1 2 3 4 5 3x4 2x4 2x4 3-8-11 3-8-11 1-10-5 1-10-5 3-8-11 1-10-5 0-4-71-2-140-1-80-4-70-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-P 0.02 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=99/2-2-13, 4=99/2-2-13 Max Horz 2=13(LC 5) Max Uplift 2=-13(LC 6), 4=-13(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) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss PB02 Truss Type GABLE Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012040 8.220 s Aug 13 2018 MiTek Industries, Inc. Thu Oct 18 07:50:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-RCgAGVFBqKCXqLOdN_?kCJTVcUbmXpY8v5QQ8mySExk Scale = 1:43.2 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 8x8 3x6 3x4 3x6 8x8 3x8 3x8 3x8 3x8 3x8 3x4 24-6-11 24-6-11 22-9-6 22-9-6 24-6-11 1-9-6 0-4-70-10-101-2-40-1-80-4-70-1-80-10-108.00 12 Plate Offsets (X,Y)-- [3:0-0-9,0-0-14], [3:0-2-2,0-3-2], [10:0-0-9,0-0-14], [13:0-2-4,0-3-4], [13:0-1-7,0-1-0], [20:0-1-7,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.16 0.07 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 11 11 11 11 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 11-13. REACTIONS.All bearings 23-0-14. (lb) - Max Horz 2=11(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 15, 16, 18, 19, 20, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 13, 20, 11 except 14=290(LC 10), 15=261(LC 11), 16=267(LC 10), 18=273(LC 11), 19=250(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) 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, 13, 14, 15, 16, 18, 19, 20, 11. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss PB03 Truss Type GABLE Qty 1 Ply 2 McKenzie 57 Crooked Stick Job Reference (optional) I35012041 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-oFanv_2PRfJTC8dwDC7lNK8C3xeWVaGViFokFCySFGc Scale = 1:42.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-6-11 24-6-11 4-10-14 4-10-14 19-7-14 14-9-0 24-6-11 4-10-14 0-4-72-11-103-3-40-1-80-4-70-1-82-11-108.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-9], [7:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.08 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 9 9 8 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 137 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-0-14. (lb) - Max Horz 2=43(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 11, 12, 14, 15, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 14, 15, 8 except 10=278(LC 11), 11=276(LC 10), 12=277(LC 1) 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. Bottom chords 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) 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. 6) Provide adequate drainage to prevent water ponding. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 11, 12, 14, 15, 8. 12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. THIS TRUSS IS DESIGNED TO SUPPORT ONLY 1-4-0 OF UNIFORM LOAD AS SHOWN. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss PB04 Truss Type GABLE Qty 1 Ply 2 McKenzie 57 Crooked Stick Job Reference (optional) I35012042 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-GR896J31CyRKqIC6mwe_wYhJGLz?EyAewuXIneySFGb Scale = 1:42.9 12 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 5x6 5x6 3x8 3x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 24-6-11 24-6-11 7-10-14 7-10-14 24-6-11 16-7-13 0-6-144-11-105-3-40-1-80-6-140-1-84-11-108.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.37 0.10 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 9 9 9 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 190 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-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.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-5-10. (lb) - Max Horz 2=73(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 14, 13, 11, 9 except 2=-243(LC 4), 17=-355(LC 5) Max Grav All reactions 250 lb or less at joint(s) 9, 12 except 2=1943(LC 1), 16=334(LC 10), 17=2964(LC 10), 14=396(LC 11), 13=256(LC 10), 11=264(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-28/253, 2-3=-801/886, 3-4=-761/118 WEBS 3-17=-2881/379 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 0-4-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=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) 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. 6) Provide adequate drainage to prevent water ponding. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 14, 13, 11, 9 except (jt=lb) 2=243, 17=355. 12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss PB04 Truss Type GABLE Qty 1 Ply 2 McKenzie 57 Crooked Stick Job Reference (optional) I35012042 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:08 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-GR896J31CyRKqIC6mwe_wYhJGLz?EyAewuXIneySFGb LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-18=-1053(F=-1000), 4-18=-53, 4-7=-53, 7-10=-53, 2-16=-13, 13-16=-40, 9-13=-13 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802369 Truss PB05 Truss Type Piggyback Qty 2 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012043 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-keiXJf3fzGZBSRnJKd9DTlDWJkHVzSAn9YHrJ4ySFGa Scale = 1:43.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 101617 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-6-11 24-6-11 9-8-10 9-8-10 14-10-2 5-1-7 24-6-11 9-8-10 0-4-76-2-26-5-120-1-80-4-70-1-86-2-28.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-9], [6:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.22 0.15 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.01 0.00 -0.00 (loc) 9 9 8 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-0-14. (lb) - Max Horz 2=93(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 13, 15, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 8 except 13=279(LC 10), 15=392(LC 10), 11=279(LC 11), 10=392(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-15=-278/110, 7-10=-278/110 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 13, 15, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss PB06 Truss Type GABLE Qty 11 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012044 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-keiXJf3fzGZBSRnJKd9DTlDXFkIwzQAn9YHrJ4ySFGa Scale = 1:51.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 4x6 2x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-4-10 22-4-10 12-3-6 12-3-6 22-4-10 10-1-5 0-4-78-0-128-2-40-1-81-3-140-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.16 0.12 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 9 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 CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-7-12. (lb) - Max Horz 2=132(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 15, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 9, 2, 10 except 12=348(LC 1), 13=334(LC 10), 15=268(LC 1), 11=346(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 15, 11, 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss PB07 Truss Type Piggyback Qty 2 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012045 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-h0qIkL5vVtpvhlwhS2BhYAJtkY_VRMy4csmyOzySFGY Scale = 1:49.7 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-6-11 24-6-11 24-6-11 24-6-11 0-4-77-6-27-9-120-1-80-4-70-1-87-6-28.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-9], [6:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.16 0.11 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 10 10 9 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-0-14. (lb) - Max Horz 2=114(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 12, 11, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 17, 11, 13, 14, 9 except 16=353(LC 10), 12=353(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) 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 12, 11, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss PB08 Truss Type GABLE Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012046 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-h0qIkL5vVtpvhlwhS2BhYAJtxY_3ROm4csmyOzySFGY Scale = 1:43.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x8 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x8 3x4 2x4 24-6-11 24-6-11 20-9-6 20-9-6 24-6-11 3-9-6 0-4-72-2-102-6-40-1-80-4-70-1-82-2-108.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-9], [9:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.15 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 11 11 10 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-12. REACTIONS.All bearings 23-0-14. (lb) - Max Horz 2=32(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 13, 14, 16, 17, 10, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 17, 10, 18 except 13=282(LC 10), 14=262(LC 11), 16=277(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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, 12, 13, 14, 16, 17, 10, 18. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss PB09 Truss Type GABLE Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012047 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-9COgyh6XGBxmJvVu?liw4Nr1uyKbApxErWVVwPySFGX Scale = 1:43.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 24-6-11 24-6-11 16-10-1 16-10-1 24-6-11 7-8-10 0-4-74-10-25-1-120-1-80-4-70-1-84-10-28.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-9], [7:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.20 0.12 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 9 10 9 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-0-14. (lb) - Max Horz 2=72(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 15, 17, 11, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 9, 16 except 12=292(LC 11), 13=409(LC 10), 15=268(LC 11), 17=276(LC 10), 11=263(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) 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 15, 17, 11, 16. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss PB10 Truss Type GABLE Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012048 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-dPx291791V3dw344ZTE9dbOChMfSvH_N4AF3SrySFGW Scale = 1:42.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-6-11 24-6-11 5-8-10 5-8-10 18-10-1 13-1-7 24-6-11 5-8-10 0-4-73-6-23-9-120-1-80-4-70-1-83-6-28.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [3:0-4-0,0-1-9], [7:0-4-0,0-1-9], [8:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.20 0.15 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.00 (loc) 9 9 8 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-0-14. (lb) - Max Horz 2=-52(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 11, 12, 14, 15, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 14, 8 except 10=317(LC 11), 11=270(LC 10), 12=284(LC 1), 15=262(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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, 10, 11, 12, 14, 15, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T01 Truss Type Common Qty 3 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012049 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-5bVQNN7oooBTYDfG7AlOAoxILlvXeglXJq_c?IySFGV Scale = 1:55.7 1 2 3 4 5 6 11 10 9 8 712 4x6 3x4 3x6 3x6 4x6 3x6 5x8 3x4 3x6 3x6 8-1-3 8-1-3 15-10-13 7-9-11 24-0-0 8-1-3 -1-5-0 1-5-0 5-6-0 5-6-0 12-0-0 6-6-0 18-6-0 6-6-0 24-0-0 5-6-0 1-2-19-2-11-2-18.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.52 0.54 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.23 0.03 0.02 (loc) 8-10 8-10 7 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-8,4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 5-7 REACTIONS.(lb/size) 11=931/0-5-8, 7=843/Mechanical Max Horz 11=145(LC 5) Max Uplift 11=-58(LC 6), 7=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-981/121, 4-5=-989/122, 2-11=-281/87 BOT CHORD 10-11=-57/819, 8-10=0/591, 7-8=-31/831 WEBS 4-8=-42/388, 4-10=-41/376, 3-11=-944/25, 5-7=-952/47 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) 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) 11, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T02 Truss Type Roof Special Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012050 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-Zn3oaj8QZ6JKAMEShuGdi0TR09CVN27gXUkAXkySFGU Scale = 1:68.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 1220 21 22 3x6 5x6 5x6 6x6 3x4 3x6 3x6 5x6 4x8 2x4 3x8 3x6 4x6 5x6 3x8 3x6 3x6 6-1-12 6-1-12 12-0-0 5-10-4 19-10-12 7-10-12 26-6-12 6-8-0 37-4-0 10-9-4 -1-5-0 1-5-0 6-1-12 6-1-12 12-0-0 5-10-4 13-2-12 1-2-12 19-10-12 6-8-0 26-6-12 6-8-0 31-9-10 5-2-14 37-4-0 5-6-6 38-9-0 1-5-0 1-2-18-2-29-2-11-2-18-2-28.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.66 0.68 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.56 0.08 0.06 (loc) 12-13 12-13 12 15 l/defl >999 >787 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-17,6-15,8-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-6 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 9-12 REACTIONS.(lb/size) 19=1411/0-5-8, 12=1420/0-5-8 Max Horz 19=148(LC 5) Max Uplift 19=-58(LC 6), 12=-99(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1754/122, 4-5=-1619/157, 5-6=-1545/176, 6-7=-1647/174, 7-8=-1649/175, 8-9=-1671/149, 9-10=-310/51, 2-19=-1362/129, 10-12=-359/86 BOT CHORD 17-18=-81/1384, 15-17=-65/1473, 13-15=0/1328, 12-13=-28/1363 WEBS 5-17=-139/1536, 6-17=-1282/157, 6-15=-50/365, 7-15=-429/128, 8-15=-103/496, 2-18=-14/1240, 9-12=-1540/99 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T03 Truss Type Hip Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012051 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-1_dBn392KQRBnWpfEbnsFD0dwZa36V7pm8Tj3AySFGT Scale = 1:69.7 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1019 20 6x6 6x6 3x4 3x6 5x6 5x6 3x6 3x8 2x4 3x6 5x6 5x6 4x6 3x4 4x6 3x6 6-3-0 6-3-0 12-9-4 6-6-4 18-8-0 5-10-12 24-6-12 5-10-12 31-1-0 6-6-4 37-4-0 6-3-0 -1-5-0 1-5-0 6-3-0 6-3-0 12-9-4 6-6-4 18-8-0 5-10-12 24-6-12 5-10-12 31-1-0 6-6-4 37-4-0 6-3-0 38-9-0 1-5-0 1-2-19-6-29-8-41-2-19-6-28.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [8:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.58 0.53 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.21 0.07 0.03 (loc) 14-16 14-16 10 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-16,4-14,5-14,6-14,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-10 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS.(lb/size) 18=1411/0-5-8, 10=1411/0-5-8 Max Horz 18=-153(LC 4) Max Uplift 18=-60(LC 6), 10=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1766/122, 3-4=-1593/159, 4-5=-1407/171, 5-6=-1407/171, 6-7=-1593/159, 7-8=-1766/122, 2-18=-1366/128, 8-10=-1366/128 BOT CHORD 16-17=-83/1397, 14-16=-56/1241, 12-14=0/1241, 11-12=-6/1397 WEBS 4-16=-7/283, 4-14=-102/414, 5-14=-384/115, 6-14=-102/414, 6-12=-7/283, 2-17=-16/1269, 8-11=-16/1269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 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) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012052 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-VABZ?OAg4ja2PgOroJI5nRYo7ztMrynz?oDGbdySFGS Scale = 1:75.7 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 1321 22 23 3x6 5x6 5x8 3x6 3x6 3x6 4x6 3x6 3x8 3x4 3x6 3x6 4x6 3x6 3x8 3x8 3x6 3x6 8-6-9 8-6-9 16-9-11 8-3-1 20-6-5 3-8-11 28-9-7 8-3-1 37-4-0 8-6-9 -1-5-0 1-5-0 5-9-9 5-9-9 11-3-10 5-6-1 16-9-11 5-6-1 20-6-5 3-8-11 26-0-6 5-6-1 31-6-7 5-6-1 37-4-0 5-9-9 38-9-0 1-5-0 1-2-112-4-81-2-112-4-88.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-2-4], [7:0-6-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.62 0.72 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.40 0.10 0.04 (loc) 14-16 14-16 13 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 205 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,10-14,2-20,3-20,11-13,10-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-2 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 8-16, 3-20, 10-13 REACTIONS.(lb/size) 20=1456/0-5-8, 13=1458/0-5-8 Max Horz 20=196(LC 5) Max Uplift 20=-70(LC 6), 13=-70(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-303/83, 3-5=-1762/150, 5-6=-1402/174, 6-7=-1095/168, 7-8=-1405/174, 8-10=-1765/150, 10-11=-303/83, 2-20=-364/106, 11-13=-364/106 BOT CHORD 19-20=-61/1428, 17-19=-5/1325, 16-17=0/1097, 14-16=0/1328, 13-14=-6/1431 WEBS 5-19=-12/270, 5-17=-436/116, 6-17=-39/499, 7-16=-52/520, 8-16=-437/116, 8-14=-13/271, 3-20=-1632/39, 10-13=-1635/39 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 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) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012053 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-_MlxCkAIr1iv1qz1M0pKKe5_6NDYaPm6DSyq83ySFGR Scale = 1:74.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1119 20 21 3x6 5x6 5x8 3x6 3x6 3x6 4x6 3x6 3x8 3x4 3x6 3x6 4x6 3x6 3x6 3x6 3x6 3x6 8-6-9 8-6-9 16-9-11 8-3-1 20-6-5 3-8-11 28-9-7 8-3-1 37-4-0 8-6-9 5-9-9 5-9-9 11-3-10 5-6-1 16-9-11 5-6-1 20-6-5 3-8-11 26-0-6 5-6-1 31-6-7 5-6-1 37-4-0 5-9-9 1-2-112-4-81-2-112-4-88.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-2-4], [6:0-6-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.54 0.73 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.40 0.10 0.04 (loc) 12-14 12-14 11 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,9-12,1-18,2-18,10-11,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 7-14, 2-18, 9-11 REACTIONS.(lb/size) 18=1373/0-5-8, 11=1374/0-5-8 Max Horz 18=-194(LC 4) Max Uplift 18=-38(LC 6), 11=-38(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-275/67, 2-4=-1778/154, 4-5=-1408/175, 5-6=-1101/169, 6-7=-1411/175, 7-9=-1781/154, 9-10=-275/67, 1-18=-253/60, 10-11=-252/60 BOT CHORD 17-18=-77/1447, 15-17=-17/1332, 14-15=0/1103, 12-14=0/1335, 11-12=-41/1449 WEBS 4-17=-15/283, 4-15=-439/117, 5-15=-40/502, 6-14=-53/523, 7-14=-440/117, 7-12=-16/284, 2-18=-1675/59, 9-11=-1678/59 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 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) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T06 Truss Type PIGGYBACK BASE Qty 4 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012054 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-SZJJQ4BwcLqme_YEwjKZsseAimanJpcGS6iNgVySFGQ Scale = 1:80.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 1219 20 21 11 3x6 5x6 5x8 3x6 8x8 3x6 3x6 3x6 3x6 3x8 3x6 3x6 3x6 3x6 8x8 5x12 5x12 1-4-13 1-4-13 7-2-7 5-9-10 13-0-1 5-9-10 18-9-11 5-9-10 22-6-5 3-8-11 28-3-15 5-9-10 34-1-9 5-9-10 39-11-3 5-9-10 41-8-0 1-8-13 1-4-13 1-4-13 7-2-7 5-9-10 13-0-1 5-9-10 18-9-11 5-9-10 22-6-5 3-8-11 28-3-15 5-9-10 34-1-9 5-9-10 39-11-3 5-9-10 41-8-0 1-8-13 0-9-412-4-80-9-412-4-88.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-2-4], [6:0-6-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.66 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.45 0.10 0.08 (loc) 13-14 13-14 11 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 240 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-19,11-12: 2x10 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-16,5-16,6-16,6-14,7-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins, except 2-0-0 oc purlins (5-0-9 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-4-1 oc bracing. WEBS 1 Row at midpt 4-16, 6-16, 7-14 REACTIONS.(lb/size) 19=1496/Mechanical, 11=1496/Mechanical Max Horz 19=183(LC 5) Max Uplift 19=-22(LC 6), 11=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2760/147, 2-4=-2142/165, 4-5=-1693/189, 5-6=-1336/182, 6-7=-1700/189, 7-9=-2173/166, 9-10=-2862/150 BOT CHORD 1-18=-87/2188, 17-18=-89/2180, 16-17=-21/1711, 14-16=0/1341, 13-14=-11/1737, 12-13=-76/2262, 10-12=-75/2270 WEBS 2-18=0/422, 2-17=-583/84, 4-17=0/453, 4-16=-652/111, 5-16=-45/649, 6-14=-55/674, 7-14=-687/113, 7-13=-1/494, 9-13=-653/85, 9-12=0/504 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) 19, 11. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T07 Truss Type Common Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012055 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-wlthdQCYNeydG87QTRsoP3AMXAyK2JHPhmRwCxySFGP Scale: 3/16"=1' 1 2 3 4 5 6 7 11 10 9 81213 14 4x6 3x6 3x8 4x6 4x6 2x4 3x6 3x6 2x4 9-2-0 9-2-0 18-4-0 9-2-0 -1-5-0 1-5-0 4-8-12 4-8-12 9-2-0 4-5-4 13-7-4 4-5-4 18-4-0 4-8-12 19-9-0 1-5-0 1-8-410-10-41-8-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.41 0.51 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.25 0.01 0.01 (loc) 9-11 9-11 8 9 l/defl >999 >881 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=768/0-5-8, 8=767/0-5-8 Max Horz 11=-177(LC 4) Max Uplift 11=-41(LC 6), 8=-41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-537/113, 4-5=-537/113, 2-11=-280/135, 6-8=-279/135 BOT CHORD 9-11=-62/379, 8-9=0/378 WEBS 4-9=-97/405, 3-11=-504/0, 5-8=-506/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T08 Truss Type COMMON Qty 5 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012056 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-OxQ4rmDB8y4UuHhc18N1yHjYsaJGnmTYwQBUkOySFGO Scale: 3/16"=1' 1 2 3 4 5 6 10 9 8 71112 13 4x6 3x4 3x6 3x8 4x6 4x6 3x4 3x6 3x6 9-2-0 9-2-0 18-4-0 9-2-0 -1-5-0 1-5-0 4-8-12 4-8-12 9-2-0 4-5-4 13-7-4 4-5-4 18-4-0 4-8-12 1-8-410-10-41-8-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.38 0.47 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.25 0.01 0.01 (loc) 8-10 8-10 7 8 l/defl >999 >879 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-8: 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) 10=771/0-5-8, 7=680/0-5-8 Max Horz 10=189(LC 5) Max Uplift 10=-41(LC 6), 7=-18(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-541/113, 4-5=-543/114, 2-10=-280/135 BOT CHORD 8-10=-74/381, 7-8=0/389 WEBS 4-8=-98/415, 3-10=-508/0, 5-7=-505/10 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T09 Truss Type PIGGYBACK BASE Qty 5 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012057 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-s8_S26EpvGCLVRGpbsuGUUGhY_YSWAti84w1HqySFGN Scale = 1:88.6 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 1424 25 26 27 13 3x6 5x6 5x8 3x6 8x8 3x6 3x4 2x4 12x12 4x8 3x6 3x6 3x6 3x6 3x8 5x12 4x8 5x8 3x6 5x12 5x8 5x12 1-4-13 1-4-13 7-2-7 5-9-10 13-0-1 5-9-10 18-9-11 5-9-10 22-6-5 3-8-11 30-4-8 7-10-3 32-2-0 1-9-8 35-0-0 2-10-0 39-11-3 4-11-3 41-8-0 1-8-13 1-4-13 1-4-13 7-2-7 5-9-10 13-0-1 5-9-10 18-9-11 5-9-10 22-6-5 3-8-11 27-6-0 4-11-11 30-4-8 2-10-8 32-2-0 1-9-8 35-0-0 2-10-0 39-11-3 4-11-3 41-8-0 1-8-13 0-9-412-4-80-9-42-0-012-4-88.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-2-4], [6:0-6-4,0-2-4], [7:0-3-6,0-2-1], [14:0-3-8,0-2-8], [16:0-7-0,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.45 0.86 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.61 0.21 0.12 (loc) 17 18-19 13 17 l/defl >999 >817 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 266 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-18,10-15: 2x4 SPF-S Stud, 13-15,23-24: 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-23,2-22,4-22,7-17,10-17,11-14,11-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, except 2-0-0 oc purlins (5-1-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16 9-9-11 oc bracing: 12-13. WEBS 1 Row at midpt 4-20, 6-20, 7-19 REACTIONS.(lb/size) 13=1442/Mechanical, 24=1466/Mechanical Max Horz 24=183(LC 5) Max Uplift 13=-18(LC 7), 24=-22(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2696/147, 2-4=-2084/165, 4-5=-1637/190, 5-6=-1289/182, 6-7=-1638/192, 7-9=-2925/215, 9-10=-2969/186, 10-11=-3714/202, 11-12=-2991/159 BOT CHORD 1-23=-87/2136, 22-23=-89/2129, 20-22=-21/1663, 19-20=0/1282, 16-17=-72/3050, 10-16=-53/1316, 12-14=-88/2396 WEBS 2-23=0/415, 2-22=-579/84, 4-22=0/451, 4-20=-650/110, 5-20=-44/614, 6-19=-57/626, 17-19=-19/1856, 7-17=-66/1589, 10-17=-1174/74, 11-14=-972/69, 14-16=-101/2820, 11-16=0/752, 7-19=-1143/120 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) 13, 24. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012058 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-KKYqFSERgZKC7br?9ZPV1iok3OyJFcqrNkgbpGySFGM Scale = 1:75.8 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 919 20 21 22 23 24 5x6 8x8 10x10 8x8 8x8 2x4 3x6 3x6 3x8 3x4 3x8 3x4 4x6 4x6 5x6 3x4 5x6 3x6 0-2-20-3-146-1-10 6-1-10 11-11-12 5-10-2 18-7-1 6-7-5 18-9-11 0-2-10 22-6-5 3-8-11 22-8-15 0-2-10 29-9-0 7-0-1 36-11-11 7-2-11 41-8-0 4-8-5 6-1-10 6-1-10 11-11-12 5-10-2 18-7-1 6-7-5 18-9-11 0-2-10 22-6-5 3-8-11 22-8-15 0-2-10 29-9-0 7-0-1 36-11-11 7-2-11 41-8-0 4-8-5 4-2-1512-0-1012-4-89-1-312-4-88.00 12 Plate Offsets (X,Y)-- [3:0-4-13,Edge], [5:0-2-12,0-4-12], [7:0-4-13,Edge], [17:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.91 0.62 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.28 0.06 0.04 (loc) 14-16 14-16 9 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 297 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4,5-7: 2x6 SPF No.2, 4-5: 2x10 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,1-18,1-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-1 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 3-14, 4-14, 5-14, 5-13, 6-13, 6-11, 7-11, 7-10, 8-9 REACTIONS.(lb/size) 18=1622/Mechanical, 9=1721/Mechanical Max Horz 18=118(LC 6) Max Uplift 18=-36(LC 5), 9=-68(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1389/95, 2-3=-1547/157, 3-4=-1493/166, 4-5=-1489/165, 5-6=-1502/162, 6-7=-1266/138, 7-8=-759/78, 1-18=-1586/93, 8-9=-1667/121 BOT CHORD 16-17=-132/1093, 14-16=-125/1219, 13-14=-146/1496, 11-13=-115/1263, 10-11=-38/602 WEBS 2-17=-596/70, 2-16=-88/319, 3-14=-130/626, 4-14=-326/104, 6-13=-60/453, 6-11=-849/189, 7-11=-147/1284, 7-10=-983/126, 1-17=-37/1293, 8-10=-84/1317 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) 18, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T11 Truss Type Piggyback Base Qty 2 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012059 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-oW6CToF3RtS3llQBiHwkZvLvTnHq_39?cOP8LjySFGL Scale = 1:74.7 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 918 19 20 21 22 4x6 5x8 3x6 5x8 2x4 3x6 3x6 3x8 3x4 3x8 2x4 3x4 4x6 5x6 3x4 4x6 3x6 6-2-15 6-2-15 12-2-6 5-11-7 20-5-3 8-2-13 28-6-4 8-1-1 36-9-1 8-2-13 41-8-0 4-10-15 6-2-15 6-2-15 12-2-6 5-11-7 20-5-3 8-2-13 28-6-4 8-1-1 36-9-1 8-2-13 41-8-0 4-10-15 4-2-1512-4-89-1-312-4-88.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-5-12,0-2-0], [7:0-5-12,0-2-0], [8:0-3-0,0-1-8], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.93 0.67 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.33 0.06 0.05 (loc) 13-15 13-15 9 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 252 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,1-17,1-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-14 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 3-13, 4-13, 6-13, 6-11, 7-11, 7-10, 8-9 REACTIONS.(lb/size) 17=1626/Mechanical, 9=1727/Mechanical Max Horz 17=255(LC 5) Max Uplift 17=-20(LC 5), 9=-70(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1403/127, 2-3=-1557/186, 3-4=-1483/198, 4-6=-1482/198, 6-7=-1300/185, 7-8=-822/148, 1-17=-1589/107, 8-9=-1668/122 BOT CHORD 15-16=-225/1102, 13-15=-209/1216, 11-13=-187/1299, 10-11=-99/623 WEBS 2-16=-582/65, 2-15=-106/299, 3-13=-141/562, 4-13=-462/143, 6-13=-63/341, 6-11=-745/195, 7-11=-157/1218, 7-10=-914/171, 1-16=-28/1296, 8-10=-120/1300 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) 17, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T12 Truss Type Piggyback Base Qty 6 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012060 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-lvEzuTHJzUin_3aaqhyCfKQIOb?uSzAI3iuFQbySFGJ Scale = 1:81.3 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 3x6 5x8 3x6 5x8 2x4 3x6 4x6 2x4 3x6 3x6 3x8 3x4 3x8 2x4 5x8 4x6 5x12 4x6 4x6 2x4 4x6 6-0-0 6-0-0 12-2-6 6-2-6 17-11-15 5-9-9 23-9-8 5-9-9 29-0-8 5-3-0 36-9-1 7-8-9 41-8-0 4-10-15 -1-5-0 1-5-0 6-0-0 6-0-0 12-2-6 6-2-6 17-11-15 5-9-9 23-9-8 5-9-9 29-0-8 5-3-0 36-9-1 7-8-9 41-8-0 4-10-15 2-2-1510-4-812-4-89-1-32-0-012-4-88.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-6-4,0-2-4], [10:0-5-12,0-2-0], [11:Edge,0-1-12], [17:0-5-12,0-3-0], [21:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.71 0.57 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.31 0.10 0.07 (loc) 17-18 17-18 12 17-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 267 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,15-17,2-22,2-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-14 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-17 WEBS 1 Row at midpt 3-19, 6-18, 7-18, 9-15, 10-15, 10-13, 11-12 REACTIONS.(lb/size) 22=1646/0-5-8, 12=1648/0-5-8 Max Horz 22=240(LC 5) Max Uplift 22=-52(LC 6), 12=-59(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1739/134, 3-5=-1746/181, 5-6=-1632/194, 6-7=-1632/194, 7-9=-1620/193, 9-10=-1180/183, 10-11=-784/148, 2-22=-1611/138, 11-12=-1589/123 BOT CHORD 19-21=-233/1380, 18-19=-217/1370, 17-18=-233/1628, 7-17=-269/87, 13-15=-94/591 WEBS 3-21=-332/60, 5-18=-136/614, 6-18=-346/111, 15-17=-177/1268, 9-17=-135/971, 9-15=-1259/242, 10-15=-142/1110, 10-13=-856/161, 2-21=-20/1416, 11-13=-110/1234 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 12. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T13 Truss Type PIGGYBACK BASE Qty 11 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012061 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-D5oL5pHxkoqdcC9mOPURBYzPB?O?BRuRIMeoy1ySFGI Scale = 1:71.2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 3x6 4x8 3x6 5x6 2x4 2x4 3x6 3x4 2x4 3x6 3x8 3x4 2x4 3x8 4x10 4x6 5x8 4x6 6-0-0 6-0-0 12-2-6 6-2-6 17-11-15 5-9-9 23-9-8 5-9-9 29-0-8 5-3-0 34-7-0 5-6-8 -1-5-0 1-5-0 6-0-0 6-0-0 12-2-6 6-2-6 17-11-15 5-9-9 23-9-8 5-9-9 29-0-8 5-3-0 34-7-0 5-6-8 2-2-1510-4-812-4-82-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [5:0-5-12,0-2-0], [14:0-6-4,0-2-4], [18:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.96 0.38 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.22 0.07 0.04 (loc) 14-15 14-15 11 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 227 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,12-14,2-19,2-18: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 1 Row at midpt 7-14 WEBS 1 Row at midpt 10-11, 3-16, 6-15, 9-12, 10-12 REACTIONS.(lb/size) 11=1343/0-3-8, 19=1370/0-5-8 Max Horz 19=217(LC 6) Max Uplift 11=-83(LC 4), 19=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1412/83, 3-5=-1348/119, 5-6=-1143/117, 6-7=-1143/117, 7-9=-970/92, 9-10=-508/45, 10-11=-1250/130, 2-19=-1336/95 BOT CHORD 16-18=-179/1108, 15-16=-125/1040, 14-15=-93/976, 7-14=-569/112 WEBS 6-15=-330/109, 7-15=-49/332, 12-14=-45/550, 9-14=-104/1018, 9-12=-1212/168, 10-12=-110/1234, 2-18=0/1132 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 19. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T14 Truss Type Half Hip Qty 2 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012062 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-hHLjJ9IaV6yUDMkyx6?gklWn7Pn_w3?aX0NMUUySFGH Scale = 1:34.1 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 4-0-0 4-0-0 6-8-0 2-8-0 -1-5-0 1-5-0 4-0-0 4-0-0 6-8-0 2-8-0 1-8-45-6-75-8-45-2-150-3-85-6-712.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.18 0.08 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, 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=306/0-5-8, 5=202/0-1-8 Max Horz 7=138(LC 6) Max Uplift 5=-46(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-282/28 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T15 Truss Type Half Hip Qty 2 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012063 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-9Uv5WVJCGP4LrWJ9VqWvGz2xJo7pfVDklg7v1wySFGG Scale = 1:39.0 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 4-10-11 4-10-11 6-8-0 1-9-5 -1-5-0 1-5-0 4-10-11 4-10-11 6-8-0 1-9-5 1-8-46-5-16-6-146-1-90-3-86-5-112.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.22 0.11 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, 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=306/0-5-8, 5=202/0-1-8 Max Horz 7=156(LC 6) Max Uplift 5=-66(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-276/11 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T16 Truss Type Half Hip Qty 2 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012064 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-dgTTjrKq0jCCTgtL3X18pAb3_CSyOwNt_KsSZMySFGF Scale = 1:44.5 1 2 3 4 6 5 6x6 2x4 2x4 4x6 4x8 6-8-0 6-8-0 -1-5-0 1-5-0 5-9-5 5-9-5 6-8-0 0-10-11 1-8-47-3-127-5-97-0-40-3-87-3-1212.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-4-3,Edge], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.42 0.18 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 -0.00 -0.00 (loc) 5-6 5-6 5 6 l/defl >999 >716 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, 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) 6=306/0-5-8, 5=202/0-1-8 Max Horz 6=175(LC 6) Max Uplift 5=-89(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-261/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) 5 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) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T17 Truss Type Half Hip Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012065 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-dgTTjrKq0jCCTgtL3X18pAb6jCStOz1t_KsSZMySFGF Scale = 1:36.9 1 2 3 4 6 5 6x6 2x4 2x4 3x6 4x8 5-4-0 5-4-0 -1-5-0 1-5-0 4-5-5 4-5-5 5-4-0 0-10-11 1-8-45-11-126-1-95-8-40-3-85-11-1212.00 12 Plate Offsets (X,Y)-- [3:0-4-3,Edge], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-P 0.24 0.18 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=255/0-5-8, 5=160/0-1-8 Max Horz 6=147(LC 6) Max Uplift 5=-79(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) 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) 5 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) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T18 Truss Type Hip Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012066 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-5s1sxBLSn1K34qSXdFYNMO856cfF7H51Dzc05pySFGE Scale = 1:69.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 111920 21 3x6 6x6 5x6 3x6 3x4 3x6 3x6 5x6 3x4 3x8 3x6 5x6 6x6 3x4 6x6 3x6 7-6-6 7-6-6 14-9-4 7-2-14 22-6-12 7-9-8 29-9-10 7-2-14 37-4-0 7-6-6 -1-5-0 1-5-0 7-6-6 7-6-6 14-9-4 7-2-14 22-6-12 7-9-8 29-9-10 7-2-14 37-4-0 7-6-6 38-9-0 1-5-0 1-2-110-10-211-0-41-2-110-10-28.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.97 0.75 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.34 0.06 0.03 (loc) 14-15 14-15 11 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-15,5-15,5-14,6-14,8-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-15 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 8-14 REACTIONS.(lb/size) 18=1458/0-5-8, 11=1447/0-5-8 Max Horz 18=-174(LC 4) Max Uplift 18=-66(LC 6), 11=-66(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1862/122, 3-5=-1562/162, 5-6=-1188/164, 6-8=-1542/162, 8-9=-1846/122, 2-18=-1409/130, 9-11=-1398/130 BOT CHORD 15-17=-51/1460, 14-15=-19/1204, 12-14=0/1447 WEBS 3-15=-341/106, 5-15=-7/439, 6-14=0/395, 8-14=-345/106, 2-17=0/1240, 9-12=0/1228 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 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) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T19 Truss Type Hip Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012067 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-2F9cMtMiJebnK7cwkgarRpDX5QMPbBjKgH57AhySFGC Scale = 1:75.5 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 1321 22 23 3x6 5x6 6x6 3x6 3x6 3x6 4x6 3x6 3x8 3x4 3x6 3x6 4x6 3x6 3x8 3x8 3x6 3x6 8-6-6 8-6-6 16-9-4 8-2-14 20-6-12 3-9-8 28-9-10 8-2-14 37-4-0 8-6-6 -1-5-0 1-5-0 5-9-7 5-9-7 11-3-5 5-5-15 16-9-4 5-5-15 20-6-12 3-9-8 26-0-11 5-5-15 31-6-9 5-5-15 37-4-0 5-9-7 38-9-0 1-5-0 1-2-112-2-212-4-41-2-112-2-28.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.62 0.70 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.38 0.10 0.04 (loc) 14-16 14-16 13 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,10-14,2-20,3-20,11-13,10-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-9 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 8-16, 3-20, 10-13 REACTIONS.(lb/size) 20=1462/0-5-8, 13=1464/0-5-8 Max Horz 20=-195(LC 4) Max Uplift 20=-71(LC 6), 13=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-304/82, 3-5=-1770/150, 5-6=-1424/175, 6-7=-1111/168, 7-8=-1428/175, 8-10=-1775/150, 10-11=-305/82, 2-20=-364/105, 11-13=-365/105 BOT CHORD 19-20=-61/1434, 17-19=-4/1334, 16-17=0/1114, 14-16=0/1337, 13-14=-7/1438 WEBS 5-19=-14/264, 5-17=-419/115, 6-17=-38/498, 7-16=-52/525, 8-16=-420/115, 8-14=-14/264, 3-20=-1638/40, 10-13=-1642/40 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 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) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss T20 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012068 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-WRj_ZCNK4yjexHB6IN64z0miLpeUKbHTvxqgi8ySFGB Scale = 1:82.1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 1121 22 23 24 25 3x4 6x6 5x6 8x8 5x6 5x6 6x6 3x6 3x4 3x6 4x10 3x8 3x4 3x4 5x6 6x6 4x6 3x4 6x6 3x6 9-11-12 9-11-12 16-7-1 6-7-5 22-6-5 5-11-5 24-8-15 2-2-10 32-0-1 7-3-2 38-11-11 6-11-10 41-8-0 2-8-5 4-9-0 4-9-0 9-11-12 5-2-12 16-7-1 6-7-5 18-9-11 2-2-10 22-6-5 3-8-11 24-8-15 2-2-10 32-0-1 7-3-2 38-11-11 6-11-10 41-8-0 2-8-5 4-2-1510-8-1012-4-89-1-312-4-88.00 12 Plate Offsets (X,Y)-- [5:0-5-8,0-1-12], [6:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.58 0.91 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.53 0.08 0.06 (loc) 19-20 19-20 11 17 l/defl >999 >938 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 297 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,6-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-20,2-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-1 max.): 3-4, 5-6, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 4-17, 5-16, 7-16, 7-15, 8-13, 9-12, 2-20, 10-11 REACTIONS.(lb/size) 20=1656/Mechanical, 11=1656/Mechanical Max Horz 20=120(LC 6) Max Uplift 20=-35(LC 6), 11=-63(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1532/136, 3-4=-1576/153, 4-5=-2022/221, 5-6=-1419/158, 6-7=-1773/182, 7-8=-1578/142, 8-9=-1211/114, 9-10=-472/46, 10-11=-1671/108 BOT CHORD 19-20=-138/946, 17-19=-105/1219, 16-17=-101/1400, 15-16=-113/1584, 13-15=-83/1209, 12-13=-23/394 WEBS 2-19=-26/459, 3-17=-44/677, 4-17=-1430/188, 5-17=-120/1014, 6-16=-68/840, 7-16=-804/81, 7-15=-463/82, 8-15=-52/654, 8-13=-992/151, 9-13=-108/1473, 9-12=-1219/125, 2-20=-1687/89, 10-12=-80/1435 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) 20, 11. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 57 Crooked Stick Job Reference (optional) I35012069 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-_eHMnYOzrFrVZRmIs4dJWEIvbD_B3Btc8baDEaySFGA Scale = 1:51.3 1 2 3 4 5 6 7 8 9 12 11 1013 14 15 16 17 18 19 20 4x8 6x6 5x12 5x6 5x6 6x16 5x6 5x6 4x10 4x8 2x4 3x6 2x4 10-9-4 10-9-4 13-2-12 2-5-8 24-0-0 10-9-4 -1-5-0 1-5-0 5-6-6 5-6-6 10-9-4 5-2-14 13-2-12 2-5-8 18-5-10 5-2-14 24-0-0 5-6-6 1-2-18-2-28-4-41-2-18-2-28.00 12 Plate Offsets (X,Y)-- [2:0-9-14,Edge], [5:0-4-0,0-1-9], [9:0-9-6,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.49 0.88 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.39 0.03 0.17 (loc) 9-10 9-10 9 9-10 l/defl >999 >737 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 268 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 3-5-6, Right 2x8 SP 2400F 2.0E 3-5-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 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) 9=2087/0-5-8, 2=2167/0-5-8 Max Horz 2=124(LC 12) Max Uplift 9=-519(LC 6), 2=-550(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2711/726, 4-5=-2515/737, 5-6=-2041/636, 6-7=-2509/734, 7-9=-2707/726 BOT CHORD 2-12=-568/2100, 10-12=-519/2034, 9-10=-523/2100 WEBS 5-12=-369/1122, 6-10=-370/1115 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) 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) 9=519, 2=550. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 419 lb down and 143 lb up at 5-6-0, 193 lb down and 51 lb up at 6-10-0, 193 lb down and 71 lb up at 8-2-0, 193 lb down and 95 lb up at 9-6-0, 193 lb down and 90 lb up at 10-10-0, 193 lb down and 90 lb up at 11-10-0, 193 lb down and 90 lb up at 13-2-0, 193 lb down and 95 lb up at 14-6-0 , 193 lb down and 71 lb up at 15-10-0, and 193 lb down and 51 lb up at 17-2-0, and 419 lb down and 143 lb up at 18-6-0 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 57 Crooked Stick Job Reference (optional) I35012069 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:35 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-_eHMnYOzrFrVZRmIs4dJWEIvbD_B3Btc8baDEaySFGA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-53, 5-6=-53, 6-9=-53, 2-9=-13 Concentrated Loads (lb) Vert: 11=-193 12=-193 10=-193 13=-419(F) 14=-193 15=-193 16=-193 17=-193 18=-193 19=-193 20=-419(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802369 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie 57 Crooked Stick Job Reference (optional) I35012070 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-w0O7BEPDNt5DolwhzVfnbfNEf1h5XyQvbv3KJSySFG8 Scale = 1:71.9 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 1220 21 22 23 24 25 26 27 3x6 5x6 5x6 6x6 3x4 4x8 3x6 4x6 4x8 2x4 4x8 4x6 4x6 4x6 3x6 4x6 5x8 6-1-12 6-1-12 12-0-0 5-10-4 21-10-12 9-10-12 28-6-12 6-8-0 37-4-0 8-9-4 -1-5-0 1-5-0 6-1-12 6-1-12 12-0-0 5-10-4 15-2-12 3-2-12 21-10-12 6-8-0 28-6-12 6-8-0 33-0-0 4-5-4 37-4-0 4-4-0 38-9-0 1-5-0 1-2-16-10-29-2-11-2-16-10-28.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.52 0.78 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.39 0.06 0.14 (loc) 13-15 13-15 12 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 414 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 12-14: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-17,6-15,8-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-1 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 19=2159/0-5-8, 12=3180/0-5-8 Max Horz 19=145(LC 4) Max Uplift 19=-274(LC 5), 12=-705(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2882/394, 4-5=-2827/459, 5-6=-2763/454, 6-7=-4593/882, 7-8=-4595/883, 8-9=-4463/1036, 9-10=-603/182, 2-19=-2091/294, 10-12=-531/162 BOT CHORD 18-19=-163/298, 17-18=-322/2320, 15-17=-549/3636, 13-15=-752/3677, 12-13=-691/3349 WEBS 5-17=-460/2800, 6-17=-3024/620, 6-15=-383/1440, 7-15=-470/138, 8-15=-57/1282, 8-13=-499/1277, 2-18=-235/2042, 9-13=-177/482, 9-12=-3893/825 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=274, 12=705. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1441 lb down and 147 lb up at 24-1-8, 146 lb down and 103 lb up at 24-6-0, 146 lb down and 103 lb up at 25-10-0, 146 lb down and 103 lb up at 27-2-0, 146 lb down and 103 lb up at 28-6-0, and 151 lb down and 84 lb up at 29-10-0, and 349 lb down and 179 lb up at 31-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie 57 Crooked Stick Job Reference (optional) I35012070 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:37 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-w0O7BEPDNt5DolwhzVfnbfNEf1h5XyQvbv3KJSySFG8 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=-53, 2-5=-53, 5-6=-53, 6-8=-53, 8-10=-53, 10-11=-53, 19-20=-13, 20-21=-40, 21-24=-13, 13-24=-40, 12-13=-13 Concentrated Loads (lb) Vert: 13=-146 22=-1441(F) 23=-146 24=-146 25=-146 26=-151 27=-349(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802369 Truss TG03 Truss Type COMMON GIRDER Qty 1 Ply 3 McKenzie 57 Crooked Stick Job Reference (optional) I35012071 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-ODyVPaQr8AD4QvVtXDA08swLtR78GRa3qZotrvySFG7 Scale = 1:67.4 1 2 3 4 5 6 12 11 10 9 8 713 14 15 16 1718 19 20 21 22 23 4x8 5x8 3x8 4x6 10x10 4x8 10x10 4x8 10x10 5x8 3x8 4-8-12 4-8-12 9-2-0 4-5-4 13-7-4 4-5-4 18-4-0 4-8-12 -1-5-0 1-5-0 4-8-12 4-8-12 9-2-0 4-5-4 13-7-4 4-5-4 18-4-0 4-8-12 1-8-410-10-41-8-412.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [6:0-3-4,0-1-8], [8:0-3-8,0-5-0], [11:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.74 0.41 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.17 0.02 0.04 (loc) 9-11 9-11 7 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 373 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 5-9,5-8,3-9,3-11: 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=10101/0-5-8, 7=11095/0-5-8 Max Horz 12=188(LC 4) Max Uplift 12=-219(LC 5), 7=-349(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9106/221, 3-4=-6804/244, 4-5=-6807/244, 5-6=-9362/294, 2-12=-8393/209, 6-7=-8510/250 BOT CHORD 11-12=-188/495, 9-11=-180/6356, 8-9=-154/6547, 7-8=-32/587 WEBS 4-9=-282/9265, 5-9=-2988/228, 5-8=-170/4005, 3-9=-2667/136, 3-11=-47/3582, 2-11=-93/6127, 6-8=-137/6230 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: 2x6 - 3 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=219, 7=349. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1488 lb down and 23 lb up at 1-4-12, 1488 lb down and 23 lb up at 2-8-12, 1488 lb down and 23 lb up at 4-0-12, 1488 lb down and 23 lb up at 5-4-12, 1433 lb down and 23 lb up at 6-8-12, 1433 lb down and 23 lb up at 8-0-12, 1433 lb down and 23 lb up at 9-4-12, 1433 lb down and 23 lb up at 10-8-12, 1433 lb down and 23 lb up at 12-0-12, 1647 lb down and 79 lb up at 13-4-12, 1713 lb down and 74 lb up at 14-8-12, and 1718 lb down and 75 lb up at 16-0-12, and 1718 lb down and 75 lb up at 17-4-12 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss TG03 Truss Type COMMON GIRDER Qty 1 Ply 3 McKenzie 57 Crooked Stick Job Reference (optional) I35012071 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:38 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-ODyVPaQr8AD4QvVtXDA08swLtR78GRa3qZotrvySFG7 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-53, 2-4=-53, 4-6=-53, 7-12=-13 Concentrated Loads (lb) Vert: 9=-1433(B) 8=-1647(B) 13=-1488(B) 14=-1488(B) 15=-1488(B) 16=-1488(B) 17=-1433(B) 18=-1433(B) 19=-1433(B) 20=-1433(B) 21=-1713(B) 22=-1718(B) 23=-1718(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802369 Truss TG04 Truss Type Hip Girder Qty 1 Ply 3 McKenzie 57 Crooked Stick Job Reference (optional) I35012072 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-Kb4FqGR5goTngCeGeeDUDH?msEp6kK4LHtH_vnySFG5 Scale = 1:34.2 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 10x10 10x10 6x6 3x6 6x8 12x12 3x12 6x8 6x6 3x6 12x12 3-2-13 3-2-13 9-2-0 5-11-3 15-1-3 5-11-3 18-4-0 3-2-13 -1-5-0 1-5-0 3-2-13 3-2-13 9-2-0 5-11-3 15-1-3 5-11-3 18-4-0 3-2-13 1-8-44-9-44-11-11-8-44-9-412.00 12 Plate Offsets (X,Y)-- [3:0-8-0,0-2-12], [5:0-8-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.39 0.44 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.23 0.03 0.05 (loc) 9-11 9-11 7 9-11 l/defl >999 >938 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 357 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-11,4-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 12=10814/0-5-8, 7=11604/0-5-8 Max Horz 12=93(LC 4) Max Uplift 12=-499(LC 5), 7=-508(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10335/471, 3-4=-7114/356, 4-5=-7309/375, 5-6=-10610/493, 2-12=-10609/491, 6-7=-10778/482 BOT CHORD 9-11=-606/12805, 8-9=-606/12805 WEBS 3-11=-92/6763, 4-11=-6995/326, 4-9=0/7071, 4-8=-6760/305, 5-8=-97/6932, 2-11=-373/7919, 6-8=-391/8074 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: 2x8 - 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) The Fabrication Tolerance at joint 6 = 8%, joint 2 = 8% 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) except (jt=lb) 12=499, 7=508. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss TG04 Truss Type Hip Girder Qty 1 Ply 3 McKenzie 57 Crooked Stick Job Reference (optional) I35012072 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:40 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-Kb4FqGR5goTngCeGeeDUDH?msEp6kK4LHtH_vnySFG5 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175 lb down and 141 lb up at 3-2-13, 90 lb down and 55 lb up at 4-8-0, 90 lb down and 55 lb up at 6-0-0, 90 lb down and 55 lb up at 7-4-0, 90 lb down and 55 lb up at 8-8-0, 90 lb down and 55 lb up at 10-0-0, 90 lb down and 55 lb up at 11-4-0, 90 lb down and 55 lb up at 12-8-0, and 90 lb down and 55 lb up at 14-0-0, and 175 lb down and 141 lb up at 15-1-3 on top chord, and 1488 lb down and 27 lb up at 1-4-12, 1488 lb down and 27 lb up at 2-8-12, 108 lb down and 20 lb up at 3-2-13, 1488 lb down and 27 lb up at 4-0-12, 51 lb down at 4-8-0, 1488 lb down and 27 lb up at 5-4-12, 51 lb down at 6-0-0, 1457 lb down and 27 lb up at 6-8-12, 51 lb down at 7-4-0, 1457 lb down and 27 lb up at 8-0-12, 51 lb down at 8-8-0, 1457 lb down and 27 lb up at 9-4-12, 51 lb down at 10-0-0, 1457 lb down and 27 lb up at 10-8-12, 51 lb down at 11-4-0, 1457 lb down and 27 lb up at 12-0-12, 51 lb down at 12-8-0, 1647 lb down and 40 lb up at 13-4-12, 51 lb down at 14-0-0, 1613 lb down and 41 lb up at 14-8-12, 108 lb down and 20 lb up at 15-0-0, and 1617 lb down and 33 lb up at 16-0-12, and 1617 lb down and 33 lb up at 17-4-12 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=-53, 2-3=-53, 3-5=-53, 5-6=-53, 7-12=-13 Concentrated Loads (lb) Vert: 3=-147(B) 5=-147(B) 10=-1488(F) 11=-58(B) 9=-1457(F) 8=-24(B) 13=-90(B) 14=-90(B) 15=-90(B) 16=-90(B) 17=-90(B) 18=-90(B) 19=-90(B) 20=-90(B) 21=-1488(F) 22=-1488(F) 23=-34(B) 24=-1488(F) 25=-34(B) 26=-1457(F) 27=-34(B) 28=-1457(F) 29=-34(B) 30=-34(B) 31=-1457(F) 32=-34(B) 33=-1457(F) 34=-34(B) 35=-1647(F) 36=-34(B) 37=-1647(F=-1613, B=-34) 38=-1617(F) 39=-1617(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802369 Truss TG05 Truss Type Piggyback Base Girder Qty 2 Ply 2 McKenzie 57 Crooked Stick Job Reference (optional) I35012073 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-H_C0FxTMCPjVvWofm3FyIi52F2U5CDTelBm5_gySFG3 Scale = 1:87.3 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 6x8 8x8 6x8 10x10 3x6 5x10 MT18HS 6x6 2x4 4x8 4x6 5x6 4x6 6x10 3x6 10x10 8x8 8x10 6x6 10x10 5x12 3x4 6x6 6x6 3-10-14 3-10-14 7-8-0 3-9-2 12-2-6 4-6-6 17-3-0 5-0-11 23-9-8 6-6-8 30-3-4 6-5-13 36-9-1 6-5-13 41-8-0 4-10-15 -1-5-0 1-5-0 3-10-14 3-10-14 7-8-0 3-9-2 12-2-6 4-6-6 17-3-0 5-0-11 23-9-8 6-6-8 30-3-4 6-5-13 36-9-1 6-5-13 41-8-0 4-10-15 2-2-1510-4-812-4-89-1-32-0-012-4-88.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-5-0], [6:0-1-12,0-6-0], [10:0-3-8,0-4-0], [11:0-5-0,0-3-4], [12:0-2-12,0-2-0], [18:0-7-0,0-5-0], [23:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.65 0.41 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.40 0.16 0.12 (loc) 18-19 18-19 13 19 l/defl >999 >999 n/a >999 L/d 600 480 n/a 240 PLATES MT20 MT18HS Weight: 852 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E *Except* 6-9,9-11: 2x10 SP No.1, 11-12: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 8-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-22,5-21,3-23,3-22: 2x4 SPF-S Stud 10-16,2-23: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-11 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 8-18 WEBS 1 Row at midpt 7-19, 10-16, 11-14, 12-13 REACTIONS.(lb/size) 24=9740/0-5-8, 13=5069/0-5-8 Max Horz 24=236(LC 4) Max Uplift 24=-1041(LC 4), 13=-486(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10169/1129, 3-5=-12575/1437, 5-6=-13244/1539, 6-7=-10213/1205, 7-8=-10208/1204, 8-10=-8035/933, 10-11=-4390/536, 11-12=-2377/315, 2-24=-9671/1049, 12-13=-5013/513 BOT CHORD 22-23=-1111/8339, 21-22=-1351/10502, 19-21=-1289/10055, 18-19=-1029/8059, 8-18=-3432/490, 14-16=-266/1984 WEBS 5-22=-2453/347, 5-21=-807/132, 6-21=-78/813, 6-19=-99/419, 7-19=-3654/511, 8-19=-478/3836, 16-18=-583/4554, 10-18=-829/6564, 10-16=-5834/805, 11-16=-622/5021, 11-14=-3428/464, 2-23=-971/9104, 12-14=-462/4121, 3-23=-3746/435, 3-22=-410/3262 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc, 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, 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=1041, 13=486. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss TG05 Truss Type Piggyback Base Girder Qty 2 Ply 2 McKenzie 57 Crooked Stick Job Reference (optional) I35012073 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:42 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-H_C0FxTMCPjVvWofm3FyIi52F2U5CDTelBm5_gySFG3 NOTES- 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1000 lb down and 123 lb up at 7-8-0, and 1000 lb down and 123 lb up at 17-3-0 on top 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=-53, 2-5=-53, 5-6=-1053, 6-7=-1053, 7-11=-53, 11-12=-53, 21-24=-13, 21-25=-40, 25-26=-13, 18-26=-40, 17-27=-13, 14-27=-40, 14-28=-13, 13-28=-40 Concentrated Loads (lb) Vert: 5=-1000 7=-1000 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802369 Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012074 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-lAlOSHU_zjrMXgNrKmmBrwdLLSwzxr5ozrWeW6ySFG2 Scale: 3/8"=1' 1 2 3 4 7 6 5 8 9 5x6 2x4 4x6 2x4 3x4 3x6 3-6-11 3-6-11 5-4-0 1-9-5 -1-5-0 1-5-0 3-6-11 3-6-11 5-4-0 1-9-5 1-8-45-1-15-2-145-1-112.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-P 0.18 0.05 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=358/Mechanical, 7=342/0-5-8 Max Horz 7=128(LC 5) Max Uplift 5=-172(LC 5), 7=-53(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-316/60 WEBS 3-5=-263/159 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; 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) 7 except (jt=lb) 5=172. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 lb down and 117 lb up at 3-6-11, and 108 lb down and 63 lb up at 4-0-12 on top chord, and 83 lb down and 28 lb up at 3-6-11, and 58 lb down at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-53, 2-3=-53, 3-4=-53, 5-7=-13 Concentrated Loads (lb) Vert: 3=-97(F) 6=-43(F) 8=-105(F) 9=-36(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss TG07 Truss Type Half Hip Girder Qty 2 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012075 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-DMJmgdVcj0zD8qy1tTHQN7AVBrFQgGtxCVFC3YySFG1 Scale = 1:29.5 1 2 3 4 7 6 5 8 9 10 11 5x6 2x4 4x6 2x4 3x4 3x6 3-1-5 3-1-5 6-8-0 3-6-11 -1-5-0 1-5-0 3-1-5 3-1-5 6-8-0 3-6-11 1-8-44-7-124-9-94-7-1212.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.24 0.10 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -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: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=428/Mechanical, 7=439/0-5-8 Max Horz 7=119(LC 5) Max Uplift 5=-136(LC 5), 7=-103(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-299/89, 2-7=-423/106 WEBS 3-5=-261/130 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) except (jt=lb) 5=136, 7=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) 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) 105 lb down and 103 lb up at 3-1-5, and 85 lb down and 53 lb up at 4-0-12, and 85 lb down and 53 lb up at 5-4-12 on top chord, and 74 lb down and 33 lb up at 3-1-5, and 48 lb down at 4-0-12, and 48 lb down at 5-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-53, 2-3=-53, 3-4=-53, 5-7=-13 Concentrated Loads (lb) Vert: 3=-89(B) 6=-36(B) 8=-85(B) 9=-85(B) 10=-32(B) 11=-32(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V01 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012076 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-hZt8tzVEUK54mzXDRBofwLjfNFaCPj75R9?lb?ySFG0 Scale = 1:61.0 1 2 3 4 5 9 8 7 63x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-2-5 14-2-5 10-0-9 10-0-9 14-2-5 4-1-12 0-0-410-0-95-10-1312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.28 0.13 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 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 CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 4-7: 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 4-7 REACTIONS.All bearings 14-2-1. (lb) - Max Horz 1=142(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 9 except 8=-113(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 9 except 7=377(LC 1), 8=343(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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, 6, 9 except (jt=lb) 8=113. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V02 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012077 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-9lRX4JWsFeDxO76Q?uJuTYFp7fw28AKEgpkJ7RySFG? Scale = 1:57.5 1 2 3 4 7 6 53x6 4x6 2x4 2x4 2x4 2x4 2x4 13-7-12 13-7-12 9-6-0 9-6-0 13-7-12 4-1-12 0-0-49-6-05-4-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.34 0.15 0.20 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: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS.All bearings 13-7-8. (lb) - Max Horz 1=133(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-143(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=351(LC 1), 7=421(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-291/175 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 except (jt=lb) 7=143. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V03 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012078 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-9lRX4JWsFeDxO76Q?uJuTYFqCfxU8CQEgpkJ7RySFG? Scale = 1:52.3 1 2 3 4 7 6 53x4 4x6 2x4 2x4 2x4 2x4 2x4 12-9-1 12-9-1 8-7-5 8-7-5 12-9-1 4-1-12 0-0-48-7-54-5-912.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.27 0.13 0.13 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: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS.All bearings 12-8-13. (lb) - Max Horz 1=121(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-127(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=358(LC 1), 7=378(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-260/156 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 except (jt=lb) 7=127. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V04 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012079 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-dx?vIfXU0xLo?HhcZcr7?mo?03GjtduNuTUsftySFG_ Scale = 1:47.1 1 2 3 4 7 6 5893x4 4x6 2x4 2x4 2x4 2x4 2x4 11-10-6 11-10-6 7-8-10 7-8-10 11-10-6 4-1-12 0-0-47-8-103-6-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.27 0.13 0.24 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: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 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 11-10-2. (lb) - Max Horz 1=108(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-113(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=356(LC 1), 7=329(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) 7=113. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V05 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012080 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-58ZHV?Y7nFTfdRFo6JMMYzLArTc9c57X77EPBKySFFz Scale = 1:43.6 1 2 3 4 7 6 5893x4 4x6 2x4 2x4 2x4 2x4 2x4 10-11-12 10-11-12 6-10-0 6-10-0 10-11-12 4-1-12 0-0-46-10-02-8-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.26 0.11 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 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 10-11-8. (lb) - Max Horz 1=96(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-102(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=335(LC 1), 7=282(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) 7=102. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V06 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012081 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-aK7fjLYlYZcWFbq?g1tb4BtJSsywLZKgMnzzjmySFFy Scale = 1:36.7 1 2 3 4 7 6 52x4 4x6 2x4 2x4 2x4 2x4 2x4 10-1-1 10-1-1 5-11-5 5-11-5 10-1-1 4-1-12 0-0-45-11-51-9-912.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.40 0.08 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: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-0-13. (lb) - Max Horz 1=84(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 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 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, 6, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V07 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012082 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-aK7fjLYlYZcWFbq?g1tb4BtKmsxiLZzgMnzzjmySFFy Scale = 1:33.7 1 2 3 5 43x6 4x6 3x4 2x4 2x4 9-2-6 9-2-6 5-0-10 5-0-10 9-2-6 4-1-12 0-0-45-0-100-10-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.38 0.16 0.07 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: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=190/9-2-2, 4=173/9-2-2, 5=217/9-2-2 Max Horz 1=72(LC 5) Max Uplift 1=-50(LC 7), 4=-56(LC 7), 5=-21(LC 5) Max Grav 1=190(LC 1), 4=184(LC 11), 5=217(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V08 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012083 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-2Wh1whZNJskNslPBEkOqdOQXaGIV41WqaRjWFCySFFx Scale = 1:28.3 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 8-3-12 8-3-8 4-2-0 4-2-0 8-3-12 4-1-12 0-0-44-2-00-0-412.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-8], [3:0-0-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.25 0.12 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: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=145/8-3-7, 3=145/8-3-7, 4=219/8-3-7 Max Horz 1=59(LC 5) Max Uplift 1=-12(LC 7), 3=-12(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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V09 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012084 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-WjEP80a?4AsDUu_NoSv39czjsgdRpU6zp5S3neySFFw Scale = 1:22.7 1 2 3 42x4 4x6 2x4 2x4 0-0-4 0-0-4 6-6-10 6-6-6 3-3-5 3-3-5 6-6-10 3-3-5 0-0-43-3-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.15 0.14 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 CHORD 2x4 SPF-S Stud BOT CHORD 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.(lb/size) 1=110/6-6-2, 3=110/6-6-2, 4=169/6-6-2 Max Horz 1=-45(LC 4) Max Uplift 1=-10(LC 7), 3=-10(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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V10 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012085 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-_vooLMbdrU_462ZaL9QIipVuj4_oYxa72lCdK5ySFFv Scale = 1:14.7 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 4-9-5 4-9-1 2-4-10 2-4-10 4-9-5 2-4-10 0-0-42-4-100-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-P 0.14 0.07 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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=83/4-8-13, 3=83/4-8-13, 4=105/4-8-13 Max Horz 1=-32(LC 4) Max Uplift 1=-11(LC 7), 3=-11(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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V11 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012086 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-_vooLMbdrU_462ZaL9QIipVwE4_VYxt72lCdK5ySFFv Scale = 1:10.3 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 2-11-15 2-11-11 1-6-0 1-6-0 2-11-15 1-6-0 0-0-41-6-00-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-P 0.05 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=76/2-11-7, 3=76/2-11-7 Max Horz 1=18(LC 5) Max Uplift 1=-2(LC 7), 3=-2(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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V12 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012087 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-S5MAYicFcn6xjC8mvsxXF120nUJiHMkGHPxAsXySFFu Scale = 1:30.5 1 2 3 4 7 6 53x6 6x6 2x4 2x4 2x4 2x4 2x4 13-6-1 13-6-1 5-2-8 5-2-8 13-6-1 8-3-9 0-0-45-0-115-2-85-0-1112.00 12 Plate Offsets (X,Y)-- [2:0-4-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.38 0.15 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 2-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-5-13. (lb) - Max Horz 1=98(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=434(LC 11), 7=358(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-256/84 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) 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6, 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) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V13 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012088 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-wIwYm2ctN5EoLMjyTaTmnEb9Mte90qUPV2hkOzySFFt Scale = 1:30.3 1 2 3 4 5 9 8 7 63x6 5x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 12-7-6 12-7-6 5-2-8 5-2-8 11-8-13 6-6-5 12-7-6 0-10-9 0-0-45-0-115-2-84-3-145-0-1112.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-2-8], [4:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.39 0.14 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-7-2. (lb) - Max Horz 1=89(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 9 except 6=-117(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1 except 7=328(LC 1), 8=339(LC 11), 9=314(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9 except (jt=lb) 6=117. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V14 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012089 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-OUUwzOdW8PMfzWI81H_?KS7LHH_HlHsZkiQHwQySFFs Scale = 1:30.3 1 2 3 4 5 9 8 7 63x6 5x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 11-8-12 11-8-12 5-2-8 5-2-8 9-11-8 4-9-0 11-8-12 1-9-4 0-0-45-0-115-2-83-5-45-0-1112.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-2-8], [4:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.38 0.14 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-8-8. (lb) - Max Horz 1=76(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 9 except 7=272(LC 11), 8=288(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 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V15 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012090 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-sg2IBke8viUWagtLa?VEsfgW_hKaUjoizMAqTsySFFr Scale = 1:30.3 1 2 3 4 7 6 53x6 5x6 5x6 2x4 2x4 2x4 2x4 10-10-1 10-10-1 5-2-8 5-2-8 8-2-2 2-11-11 10-10-1 2-7-15 0-0-45-0-115-2-82-6-95-0-1112.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-2-8], [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.38 0.14 0.13 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: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-9-13. (lb) - Max Horz 1=70(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=360(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 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) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V16 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012091 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-LtchO4fmg0cNCpSX8i0TPtChm5gpDBFsB0vO?IySFFq Scale = 1:31.2 1 2 3 4 7 6 53x6 5x6 6x6 2x4 2x4 2x4 2x4 9-11-6 9-11-6 5-2-8 5-2-8 6-4-13 1-2-5 9-11-6 3-6-9 0-0-45-0-115-2-81-7-145-0-1112.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-2-8], [3:0-4-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.38 0.14 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: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-11-2. (lb) - Max Horz 1=72(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=298(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) 1, 5, 6, 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) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V17 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012092 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-p393cQfOQKkEqz0jiQXiy4lstV0Yye0?QgfxXkySFFp Scale = 1:32.8 1 2 3 43x4 4x6 3x4 2x4 9-9-11 9-9-11 9-9-15 0-0-4 4-11-0 4-11-0 9-9-15 4-11-0 0-0-44-11-00-0-412.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-8], [3:0-0-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.36 0.17 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 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=173/9-9-7, 3=173/9-9-7, 4=262/9-9-7 Max Horz 1=71(LC 5) Max Uplift 1=-14(LC 7), 3=-14(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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V18 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012093 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-p393cQfOQKkEqz0jiQXiy4luqV1Uyfa?QgfxXkySFFp Scale = 1:27.5 1 2 3 43x4 4x6 3x4 2x4 8-0-6 8-0-6 8-0-10 0-0-4 4-0-5 4-0-5 8-0-10 4-0-5 0-0-44-0-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.23 0.11 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: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=139/8-0-2, 3=139/8-0-2, 4=211/8-0-2 Max Horz 1=57(LC 5) Max Uplift 1=-11(LC 7), 3=-11(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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V19 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012094 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:28:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-HFjRpmg0Bds5R7bwG72xUII43uNVh678fKOV3BySFFo Scale = 1:21.9 1 2 3 42x4 4x6 2x4 2x4 6-3-1 6-3-1 6-3-5 0-0-4 3-1-10 3-1-10 6-3-5 3-1-10 0-0-43-1-100-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.14 0.13 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 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.(lb/size) 1=105/6-2-13, 3=105/6-2-13, 4=161/6-2-13 Max Horz 1=43(LC 5) Max Uplift 1=-10(LC 7), 3=-10(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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V20 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012095 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:29:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-lRHp05heyx_y3HA6pqZA1VqG_IjnQZaIu_82cdySFFn Scale = 1:14.0 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 4-5-15 4-5-11 2-3-0 2-3-0 4-5-15 2-3-0 0-0-42-3-00-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-P 0.12 0.06 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 CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=77/4-5-7, 3=77/4-5-7, 4=98/4-5-7 Max Horz 1=-29(LC 4) Max Uplift 1=-10(LC 7), 3=-10(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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V21 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012096 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:29:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-lRHp05heyx_y3HA6pqZA1VqHNIifQZrIu_82cdySFFn Scale = 1:9.6 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 2-8-10 2-8-6 1-4-5 1-4-5 2-8-10 1-4-5 0-0-41-4-50-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-P 0.03 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=67/2-8-2, 3=67/2-8-2 Max Horz 1=-16(LC 4) Max Uplift 1=-1(LC 7), 3=-1(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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V22 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012097 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:29:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-DerBERiGjF6phRlINY5PZjNNHi2z9_2R6etb83ySFFm Scale = 1:29.3 1 2 3 4 5 9 8 7 63x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-2-5 14-2-5 5-0-1 5-0-1 14-2-5 9-2-4 0-0-44-10-45-0-14-10-412.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-S 0.34 0.13 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 2-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, 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.All bearings 14-2-1. (lb) - Max Horz 1=94(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 8, 9 except 7=418(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7, 8, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V23 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012098 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:29:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-hqPaRnjvUYEgIbKVxFce6wwTX6KAuSLbLId9gWySFFl Scale = 1:28.0 1 2 32x4 2x4 2x4 5-0-0 5-0-0 0-0-45-0-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-P 0.70 0.32 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=150/4-11-12, 3=150/4-11-12 Max Horz 1=93(LC 6) Max Uplift 3=-57(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) 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V24 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012099 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:29:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-90zyf7jXFsMXwkvhVz7tf8Sh9WiBdvbkayMiCyySFFk Scale = 1:23.6 1 2 32x4 2x4 2x4 4-1-5 4-1-5 0-0-44-1-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-P 0.45 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=120/4-1-1, 3=120/4-1-1 Max Horz 1=74(LC 6) Max Uplift 3=-45(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) 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V25 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012100 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:29:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-90zyf7jXFsMXwkvhVz7tf8SlAWkadvbkayMiCyySFFk Scale = 1:19.1 1 2 3 2x4 2x4 2x4 3-2-10 3-2-10 0-0-43-2-1012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-P 0.26 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=91/3-2-6, 3=91/3-2-6 Max Horz 1=56(LC 6) Max Uplift 3=-34(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) 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V26 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012101 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:29:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-dDXKsTk90AVNYuUt2ge6BL?y6v5pMMruoc6GlOySFFj Scale = 1:14.7 1 2 3 2x4 2x4 2x4 2-4-0 2-4-0 0-0-42-4-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-P 0.12 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=61/2-3-12, 3=61/2-3-12 Max Horz 1=38(LC 6) Max Uplift 3=-23(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) 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 Job B18802369 Truss V27 Truss Type Valley Qty 1 Ply 1 McKenzie 57 Crooked Stick Job Reference (optional) I35012102 8.220 s Oct 6 2018 MiTek Industries, Inc. Thu Oct 18 07:29:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:T0tbcOKG3cqftAz3i8T01CzDHMQ-6P5i4plnnTdE9233cO9LkZY8BJRf5p411GrpHrySFFi Scale = 1:10.1 1 2 3 2x4 2x4 2x4 1-5-5 1-5-5 0-0-41-5-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-P 0.03 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=31/1-5-1, 3=31/1-5-1 Max Horz 1=19(LC 6) Max Uplift 3=-12(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) 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 18,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.