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HomeMy WebLinkAboutP_Truss_Engineering_180510_v3Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild West (Arlington, WA). Zhao, Xiaoming Pages or sheets covered by this seal: K3850536 thru K3850552 My license renewal date for the state of Washington is September 28, 2018. B1705020 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: L2-2802-2L 250 Klug Circle Corona, CA 92880 951-245-9525 MiTek USA, Inc. October 26,2017 Job B1705020 Truss A01 Truss Type GABLE Qty 1 Ply 1 L2-2802-2L Job Reference (optional) K3850536 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:36 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-rpFvvYrYwczfOr11v5mRqoClNs6epZQslmLZW2yPYZ1 Scale = 1:92.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 4746 45 44 43 42 41 40 39 3x8 5x8 3x8 4x6 8x8 4x6 8x8 8x8 53-0-0 53-0-0 -1-10-7 1-10-7 26-6-0 26-6-0 53-0-0 26-6-0 0-3-159-1-150-3-154.00 12 Plate Offsets (X,Y)-- [56:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.29 0.13 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 1 1 38 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 365 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 OTHERS 2x4 HF Stud *Except* 20-56,19-57,18-58,17-59,21-55,22-54,23-53: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 20-56, 19-57, 21-55 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 53-0-0. (lb) - Max Horz 2=121(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 57, 58, 59, 60, 61, 62, 63, 65, 66, 67, 68, 69, 70, 71, 72, 73, 55, 54, 53, 52, 51, 50, 49, 47, 46, 45, 44, 43, 42, 41, 39 except 40=-137(LC 20) Max Grav All reactions 250 lb or less at joint(s) 38, 56, 57, 58, 59, 60, 61, 62, 63, 65, 66, 67, 68, 69, 70, 71, 55, 54, 53, 52, 51, 50, 49, 47, 46, 45, 44, 43, 42, 41, 40 except 2=343(LC 1), 73=449(LC 1), 39=529(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-73=-324/82, 37-39=-337/85 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 57, 58, 59, 60, 61, 62, 63, 65, 66, 67, 68, 69, 70, 71, 72, 73, 55, 54, 53, 52, 51, 50, 49, 47, 46, 45, 44, 43, 42, 41, 39 except (jt=lb) 40=137. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. PER ICC CODES (IRC/IBC), TPI 1 AND REFERENCED BCSI, FLAT BOTTOM CHORD GABLE TRUSSES ARE NOT TO BE INSTALLED ADJACENT TO SCISSOR TRUSSES. Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 Job B1705020 Truss A02 Truss Type Common Qty 1 Ply 1 L2-2802-2L Job Reference (optional) K3850537 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:37 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-J?pH7usAhw5W0?cDToHgM0lonGJXYpC?zQ472UyPYZ0 Scale = 1:92.9 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 132223 3x8 5x8 3x8 4x12 6x10 8x8 3x6 4x4 3x6 4x4 3x6 2x4 3x6 4x4 3x6 4x4 3x6 2x4 4x12 6x10 7-1-4 7-1-4 13-7-14 6-6-10 20-0-15 6-5-1 26-6-0 6-5-1 32-11-1 6-5-1 39-4-2 6-5-1 45-10-12 6-6-10 53-0-0 7-1-4 -1-10-7 1-10-7 7-1-4 7-1-4 13-7-14 6-6-10 20-0-15 6-5-1 26-6-0 6-5-1 32-11-1 6-5-1 39-4-2 6-5-1 45-10-12 6-6-10 53-0-0 7-1-4 0-3-159-1-150-3-154.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-0-1], [12:0-1-6,0-0-1], [17:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.82 0.73 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.57 -0.99 0.22 (loc) 16-17 16-17 12 l/defl >999 >638 n/a L/d 240 180 n/a PLATES MT20 Weight: 284 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x6 DF 2400F 2.0E *Except* 15-17,17-19: 2x6 DF No.2 WEBS 2x4 HF Stud *Except* 7-17,8-17,9-16,6-17,5-18: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-17, 9-16, 6-17, 5-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2416/0-5-8, 12=2264/Mechanical Max Horz 2=121(LC 12) Max Uplift2=-149(LC 4), 12=-96(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6200/228, 3-4=-5421/202, 4-5=-5290/214, 5-6=-4547/188, 6-7=-3679/168, 7-8=-3679/164, 8-9=-4568/195, 9-10=-5349/227, 10-11=-5480/204, 11-12=-6381/265 BOT CHORD 2-21=-248/5803, 20-21=-248/5803, 19-20=-174/5074, 18-19=-174/5074, 18-22=-90/4248, 17-22=-90/4248, 17-23=-20/4267, 16-23=-20/4267, 15-16=-108/5130, 14-15=-108/5130, 13-14=-208/5989, 12-13=-208/5989 WEBS 7-17=-31/1864, 8-17=-1235/138, 8-16=-0/690, 9-16=-1053/108, 9-14=0/452, 11-14=-929/106, 6-17=-1209/135, 6-18=0/666, 5-18=-1009/104, 5-20=0/431, 3-20=-802/91 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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 = 8.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 2=149. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 Job B1705020 Truss A02F Truss Type Common Qty 5 Ply 1 L2-2802-2L Job Reference (optional) K3850538 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:38 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-nCMgKEsoRDDNd8BP0WpvvDIwfgbaHGB8C4qgawyPYZ? Scale = 1:92.9 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 26 31 32 33 4x8 3x8 4x12 6x18 M18SHS 10x10 8x8 3x6 4x4 3x6 4x4 3x6 2x4 5x8 4x4 4x4 3x6 2x4 4x12 5x12 MT20HS3x10 4x4 4x4 2x4 2x4 2x4 2x4 2x4 7-1-4 7-1-4 13-7-14 6-6-10 19-0-0 5-4-2 20-0-15 1-0-15 24-0-0 3-11-1 25-0-0 1-0-0 26-6-0 1-6-0 32-11-1 6-5-1 39-4-2 6-5-1 45-10-12 6-6-10 53-0-0 7-1-4 -1-10-7 1-10-7 7-1-4 7-1-4 13-7-14 6-6-10 19-0-0 5-4-2 20-0-15 1-0-15 25-0-0 4-11-1 26-6-0 1-6-0 32-11-1 6-5-1 39-4-2 6-5-1 45-10-12 6-6-10 53-0-0 7-1-4 0-3-159-1-150-3-154.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-11], [13:0-1-6,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 1.00 1.00 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -1.01 -1.82 0.21 (loc) 20-22 20-22 13 l/defl >627 >347 n/a L/d 240 180 n/a PLATES MT20 MT20HS M18SHS Weight: 317 lb FT = 20% GRIP 185/148 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E *Except* 4-8: 2x6 DF 2400F 2.0E, 8-11: 2x4 HF No.2 BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF Stud *Except* 8-18,9-18,10-17: 2x4 HF No.2, 7-18: 2x4 DF No.2 7-19: 2x4 DF 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-22,19-20. WEBS 1 Row at midpt 9-18, 10-17, 7-18, 5-20 JOINTS 1 Brace at Jt(s): 26 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2487/0-5-8, 13=2313/Mechanical Max Horz 2=120(LC 8) Max Uplift2=-78(LC 4), 13=-46(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6355/8, 3-4=-5782/0, 4-5=-5668/5, 5-6=-4556/0, 6-7=-4129/0, 7-8=-4172/34, 8-9=-3875/6, 9-10=-4712/38, 10-11=-5510/69, 11-12=-5640/47, 12-13=-6534/111 BOT CHORD 2-23=-39/5944, 22-23=-39/5944, 21-22=0/5438, 20-21=0/5438, 20-31=0/4191, 31-32=0/4191, 19-32=0/4191, 18-19=0/4131, 18-33=0/4404, 17-33=0/4404, 16-17=0/5282, 15-16=0/5282, 14-15=-61/6135, 13-14=-61/6135 WEBS 8-18=-44/3132, 9-18=-1177/142, 9-17=-4/667, 10-17=-1072/107, 10-15=0/461, 12-15=-924/109, 7-18=-3242/122, 5-22=0/735, 3-22=-575/81, 19-26=0/1614, 7-26=0/1621, 6-20=0/390, 5-20=-1644/143 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 120.0lb AC unit load placed on the bottom chord, 22-0-0 from left end, supported at two points, 5-0-0 apart. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 Job B1705020 Truss A03 Truss Type ROOF SPECIAL Qty 3 Ply 1 L2-2802-2L Job Reference (optional) K3850539 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:40 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-jaUQlvu2zrU5tSLo8xrN_eNHITIEl9eRgOJnepyPYYz Scale = 1:94.6 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 142223 3x8 5x8 3x8 5x16 9x18 M18SHS 2x4 4x8 8x16 MT20HS 3x6 4x4 3x6 8x8 3x6 4x4 3x6 4x4 3x6 2x4 4x12 5x12 MT20HS 8-1-4 8-1-4 15-9-0 7-7-12 21-1-8 5-4-8 26-6-0 5-4-8 32-11-1 6-5-1 39-4-2 6-5-1 45-10-12 6-6-10 53-0-0 7-1-4 -1-10-7 1-10-7 6-8-10 6-8-10 11-2-13 4-6-3 15-9-0 4-6-3 21-1-8 5-4-8 26-6-0 5-4-8 32-11-1 6-5-1 39-4-2 6-5-1 45-10-12 6-6-10 53-0-0 7-1-4 0-3-159-1-150-3-150-11-74.00 12 1.50 12 Plate Offsets (X,Y)-- [2:0-3-10,Edge], [4:0-2-0,0-2-0], [13:0-1-6,0-0-1], [18:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.93 0.86 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.76 -1.30 0.38 (loc) 19-20 19-20 13 l/defl >837 >485 n/a L/d 240 180 n/a PLATES MT20 MT20HS M18SHS Weight: 287 lb FT = 20% GRIP 185/148 139/111 185/148 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E *Except* 1-5: 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF 2400F 2.0E *Except* 18-20,15-18: 2x6 DF No.2 WEBS 2x4 HF Stud *Except* 4-21,6-19,7-18,8-18,9-18,10-17: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 7-18, 9-18, 10-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2416/0-5-8, 13=2264/Mechanical Max Horz 2=121(LC 8) Max Uplift2=-149(LC 4), 13=-96(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9467/404, 3-4=-9160/360, 4-5=-5102/193, 5-6=-5012/208, 6-7=-4376/184, 7-8=-3663/169, 8-9=-3679/164, 9-10=-4568/195, 10-11=-5350/227, 11-12=-5480/205, 12-13=-6379/265 BOT CHORD 2-21=-423/8951, 20-21=-259/6283, 19-20=-144/4794, 19-22=-75/4097, 18-22=-75/4097, 18-23=-20/4268, 17-23=-20/4268, 16-17=-109/5130, 15-16=-207/5987, 14-15=-207/5987, 13-14=-207/5987 WEBS 3-21=-305/112, 4-21=-102/3220, 4-20=-1859/140, 6-20=-1/562, 6-19=-969/98, 7-19=-17/722, 7-18=-1137/129, 8-18=-38/1894, 9-18=-1236/137, 9-17=0/690, 10-17=-1053/109, 10-16=0/451, 12-16=-926/105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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 = 8.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 2=149. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 Job B1705020 Truss A04 Truss Type ROOF SPECIAL Qty 5 Ply 1 L2-2802-2L Job Reference (optional) K3850540 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:41 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-Bn2oyFvgk8cyUcv_ieMcXswS7tgfUeAbu22KAFyPYYy Scale: 1/8"=1’ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1522 21 20 19 18 17 162324 3x8 5x8 3x8 5x16 9x18 M18SHS 8x16 MT20HS 8x16 MT20HS 9x18 M18SHS 2x4 4x8 3x6 4x4 3x6 8x8 3x6 4x4 3x6 4x8 2x4 5x16 8-1-4 8-1-4 15-9-0 7-7-12 21-1-8 5-4-8 26-6-0 5-4-8 33-2-0 6-8-0 39-10-0 6-8-0 46-2-4 6-4-4 53-0-0 6-9-12 -1-10-7 1-10-7 6-8-10 6-8-10 11-2-13 4-6-3 15-9-0 4-6-3 21-1-8 5-4-8 26-6-0 5-4-8 33-2-0 6-8-0 39-10-0 6-8-0 43-5-14 3-7-14 47-1-11 3-7-13 53-0-0 5-10-5 54-10-7 1-10-7 0-3-159-1-150-3-150-11-74.00 12 1.50 12 Plate Offsets (X,Y)-- [2:0-3-10,Edge], [4:0-2-0,0-2-0], [12:0-2-4,0-2-0], [14:0-3-10,Edge], [19:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.92 0.72 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.83 -1.44 0.50 (loc) 20 19-20 14 l/defl >755 >438 n/a L/d 240 180 n/a PLATES MT20 MT20HS M18SHS Weight: 291 lb FT = 20% GRIP 185/148 139/111 185/148 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E *Except* 1-5,11-15: 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF 2400F 2.0E *Except* 19-21,17-19: 2x6 DF No.2 WEBS 2x4 HF Stud *Except* 4-22,7-19,8-19,9-19,10-18,12-16: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 6-20, 7-19, 9-19, 10-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2406/0-5-8, 14=2406/0-5-8 Max Horz 2=-113(LC 9) Max Uplift2=-148(LC 4), 14=-148(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9419/397, 3-4=-9113/354, 4-5=-5066/191, 5-6=-5015/207, 6-7=-4342/184, 7-8=-3632/164, 8-9=-3651/163, 9-10=-4551/187, 10-11=-5325/220, 11-12=-5401/216, 12-13=-9168/309, 13-14=-9366/334 BOT CHORD 2-22=-407/8905, 21-22=-247/6250, 20-21=-132/4742, 20-23=-64/4066, 19-23=-64/4066, 19-24=0/4255, 18-24=0/4255, 17-18=-76/5076, 16-17=-151/6410, 14-16=-258/8851 WEBS 3-22=-303/111, 4-22=-97/3205, 4-21=-1863/140, 6-21=-2/567, 6-20=-957/98, 7-20=-19/727, 7-19=-1135/128, 8-19=-37/1868, 9-19=-1232/136, 9-18=0/641, 10-18=-989/105, 10-17=0/463, 12-17=-1669/93, 12-16=-60/3056 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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 = 8.0psf. 6) Bearing at joint(s) 2, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=148, 14=148. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 Job B1705020 Truss A05 Truss Type GABLE Qty 1 Ply 1 L2-2802-2L Job Reference (optional) K3850541 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:43 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-79AZNxwxGmsgkw3Np3O4cH?vPhV6yk9uMMXRE8yPYYw Scale = 1:94.8 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 4039 38 3x8 5x8 3x8 4x6 6x6 6x6 4x6 8x8 6x6 6x6 8-1-4 8-1-4 15-9-0 7-7-12 39-10-0 24-1-0 46-2-4 6-4-4 53-0-0 6-9-12 -1-10-7 1-10-7 26-6-0 26-6-0 53-0-0 26-6-0 54-10-7 1-10-7 0-3-159-1-150-3-150-11-74.00 12 1.50 12 Plate Offsets (X,Y)-- [39:0-2-4,0-1-0], [44:0-3-0,0-1-4], [54:0-4-0,0-4-8], [62:0-3-0,0-1-4], [68:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.43 0.15 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.01 (loc) 37 36-37 36 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 357 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 OTHERS 2x4 HF Stud *Except* 19-54,18-55,17-56,16-57,20-53,21-52,22-51: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 69-70,39-40,38-39. WEBS 1 Row at midpt 19-54, 18-55, 20-53 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 53-0-0. (lb) - Max Horz 2=113(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 36, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 70, 53, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40 except 39=-637(LC 3), 69=-448(LC 3) Max Grav All reactions 250 lb or less at joint(s) 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 53, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40 except 2=378(LC 1), 68=281(LC 3), 36=377(LC 1), 70=681(LC 19), 38=1010(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-70=-455/117, 35-38=-453/117 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 36, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 70, 53, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40 except (jt=lb) 39=637, 69=448. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 68, 39, 63, 64, 65, 66, 67, 69, 70, 43, 42, 41, 40, 38. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 Job B1705020 Truss B01 Truss Type GABLE Qty 1 Ply 1 L2-2802-2L Job Reference (optional) K3850542 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:44 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-cMkxbHxZ13_XL3eZNmvJ8UY5_5pAhBq1a0H_nayPYYv Scale = 1:44.0 9 11 13 14 151 2 3 4 5 6 7 17 8 10 12 20 19 18 16 4x4 3x6 3x6 4x8 4x4 7-0-0 7-0-0 7-2-12 0-2-12 12-11-7 5-8-11 19-0-0 6-0-9 -1-0-0 1-0-0 9-6-0 9-6-0 12-11-7 3-5-7 19-0-0 6-0-9 20-0-0 1-0-0 0-4-76-8-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [14:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.37 0.28 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 -0.01 (loc) 14-16 14-16 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF 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. JOINTS 1 Brace at Jt(s): 10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 7-5-8 except (jt=length) 14=0-5-8. (lb) - Max Horz 14=124(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 14, 17, 18, 19, 20 Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20 except 14=632(LC 1), 2=251(LC 1), 17=559(LC 1), 17=559(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-688/4, 8-17=-476/98, 8-10=-462/90, 10-12=-460/95, 12-13=-439/86 BOT CHORD 16-17=-4/492, 14-16=-4/492 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 17, 18, 19, 20. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 Job B1705020 Truss B02 Truss Type Common Qty 1 Ply 1 L2-2802-2L Job Reference (optional) K3850543 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:44 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-cMkxbHxZ13_XL3eZNmvJ8UY655jah9p1a0H_nayPYYv Scale = 1:41.7 1 2 3 4 5 6 7 8 4x4 3x6 3x6 3x8 2x4 2x4 9-6-0 9-6-0 19-0-0 9-6-0 -1-0-0 1-0-0 4-11-7 4-11-7 9-6-0 4-6-9 14-0-9 4-6-9 19-0-0 4-11-7 20-0-0 1-0-0 0-4-76-8-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [6:0-6-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.30 0.64 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.28 0.03 (loc) 6-8 6-8 6 l/defl >999 >807 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=883/0-5-8, 6=883/0-5-8 Max Horz 2=-124(LC 6) Max Uplift2=-30(LC 8), 6=-30(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1101/51, 3-4=-827/57, 4-5=-827/57, 5-6=-1101/51 BOT CHORD 2-8=-51/851, 6-8=0/851 WEBS 4-8=0/517, 5-8=-317/120, 3-8=-317/120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 Job B1705020 Truss B03 Truss Type COMMON GIRDER Qty 1 Ply 3 L2-2802-2L Job Reference (optional) K3850544 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:45 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-4YIJodyBoN6OzDDlxURYhi4DhU5sQUKApg0YJ0yPYYu Scale = 1:41.2 1 2 3 4 5 8 7 6 94x12 4x8 4x12 10x10 4x4 3x10 4x4 3x10 4-11-7 4-11-7 9-6-0 4-6-9 14-0-9 4-6-9 19-0-0 4-11-7 4-11-7 4-11-7 9-6-0 4-6-9 14-0-9 4-6-9 19-0-0 4-11-7 0-4-76-8-70-4-78.00 12 Plate Offsets (X,Y)-- [1:0-2-3,0-2-5], [2:0-0-8,0-1-12], [4:0-0-8,0-1-12], [5:0-2-3,0-2-5] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 9.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.57 0.51 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.22 0.05 (loc) 7-8 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 280 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF Stud *Except* 3-7: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=10112/0-5-8 (req. 0-5-11), 5=10112/0-5-8 (req. 0-5-11) Max Horz 1=-1289(LC 19) Max Uplift1=-3000(LC 27), 5=-3000(LC 30) Max Grav 1=10318(LC 15), 5=10318(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-14098/4675, 2-3=-9512/2646, 3-4=-9512/2653, 4-5=-14098/4697 BOT CHORD 1-8=-2779/11635, 7-8=-2779/11635, 6-7=-2832/11582, 6-9=-2832/11582, 5-9=-2832/11582 WEBS 3-7=-1030/10318, 4-7=-4589/555, 4-6=-517/5201, 2-7=-4589/583, 2-8=-546/5200 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 0-7-0 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 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=5.4psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) WARNING: Required bearing size at joint(s) 1, 5 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=3000, 5=3000. 9) This truss has been designed for a total drag load of 5925 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 18-0-0 to 19-0-0 for 5925.0 plf. 10) Girder carries tie-in span(s): 53-0-0 from 0-0-0 to 19-0-0 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Continued on page 2 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 Job B1705020 Truss B03 Truss Type COMMON GIRDER Qty 1 Ply 3 L2-2802-2L Job Reference (optional) K3850544 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:45 2017 Page 2 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-4YIJodyBoN6OzDDlxURYhi4DhU5sQUKApg0YJ0yPYYu LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-45, 3-5=-45, 1-5=-1045(F=-1036) Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 Job B1705020 Truss C01 Truss Type GABLE Qty 1 Ply 1 L2-2802-2L Job Reference (optional) K3850545 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:46 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-Ykrh?zzpZhEFbNoyUBynEvdVEuYj95AK2Km5rSyPYYt Scale = 1:27.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x4 3x6 3x6 12-0-0 12-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0-4-74-4-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [10:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.07 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-0-0. (lb) - Max Horz 2=-83(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 18, 14, 13, 12. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 Job B1705020 Truss D01 Truss Type GABLE Qty 1 Ply 1 L2-2802-2L Job Reference (optional) K3850546 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:47 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-0xP3DJzRK_M5CXN82vT0m79efIomuX0TH_VfNvyPYYs Scale = 1:27.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x4 3x6 3x6 6-0-0 6-0-0 12-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0-4-74-4-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [10:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.22 0.42 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.10 0.01 (loc) 17 17-18 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=579/0-3-8, 10=587/0-5-8 Max Horz 2=-83(LC 6) Max Uplift2=-24(LC 8), 10=-25(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-587/5, 3-4=-525/24, 4-5=-496/39, 5-6=-479/58, 6-7=-481/59, 7-8=-498/40, 8-9=-527/24, 9-10=-593/5 BOT CHORD 2-18=0/416, 17-18=0/416, 16-17=0/416, 15-16=0/416, 14-15=0/416, 13-14=0/416, 12-13=0/416, 10-12=0/416 WEBS 6-15=-27/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 Job B1705020 Truss D02 Truss Type Common Qty 2 Ply 1 L2-2802-2L Job Reference (optional) K3850547 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:47 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-0xP3DJzRK_M5CXN82vT0m79WfIqZuXSTH_VfNvyPYYs Scale = 1:27.2 1 2 3 4 5 6 4x4 3x6 3x6 2x4 6-0-0 6-0-0 12-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0-4-74-4-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [4:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.73 0.30 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 4-6 4-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=584/0-3-8, 4=584/0-3-8 Max Horz 2=83(LC 7) Max Uplift2=-24(LC 8), 4=-24(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-545/17, 3-4=-545/17 BOT CHORD 2-6=0/368, 4-6=0/368 WEBS 3-6=0/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 Job B1705020 Truss D03 Truss Type Common Qty 1 Ply 1 L2-2802-2L Job Reference (optional) K3850548 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:48 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-U7zSQf_35IUyqhyKcc_FJKihViAAd_mdVeFCwLyPYYr Scale = 1:27.0 1 2 3 4 5 6 3x8 3x4 3x4 4x4 3x6 2x4 5-3-8 5-3-8 11-3-8 6-0-0 5-3-8 5-3-8 11-3-8 6-0-0 12-3-8 1-0-0 0-10-24-4-70-4-78.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-3], [4:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.72 0.28 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.01 (loc) 4-6 4-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud SLIDER Left 2x6 DF No.2 3-2-7 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=475/0-3-8, 4=564/0-3-8 Max Horz 1=-79(LC 6) Max Uplift1=-6(LC 8), 4=-24(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-525/5, 2-3=-408/21, 3-4=-510/20 BOT CHORD 1-6=0/339, 4-6=0/339 WEBS 3-6=0/250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 Job B1705020 Truss D04 Truss Type Common Qty 2 Ply 1 L2-2802-2L Job Reference (optional) K3850549 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:48 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-U7zSQf_35IUyqhyKcc_FJKim4iAXd_0dVeFCwLyPYYr Scale = 1:28.2 1 2 3 4 5 6 3x10 5x8 3x6 2x4 4x4 4-11-8 4-11-8 10-11-8 6-0-0 4-11-8 4-11-8 10-11-8 6-0-0 11-11-8 1-0-0 1-0-124-4-70-4-78.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-0-8], [4:0-6-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix-M) 0.43 0.26 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.02 (loc) 6-13 6-13 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud SLIDER Left 2x8 DF SS 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=445/Mechanical, 4=567/0-3-8 Max Horz 4=-77(LC 4) Max Uplift1=-6(LC 8), 4=-29(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-365/27, 3-4=-496/36 BOT CHORD 1-6=0/304, 4-6=0/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 Job B1705020 Truss J01 Truss Type GABLE Qty 1 Ply 1 L2-2802-2L Job Reference (optional) K3850550 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:48 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-U7zSQf_35IUyqhyKcc_FJKir3iDSd?fdVeFCwLyPYYr Scale = 1:15.5 1 2 3 6 4 5 2x4 2x4 2x4 -1-3-7 1-3-7 3-11-8 3-11-8 0-4-32-3-156.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.11 0.07 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 3-11-8. (lb) - Max Horz 2=70(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4, 2, 6 Max Grav All reactions 250 lb or less at joint(s) 4, 2, 5, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 6. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 Job B1705020 Truss J02 Truss Type JACK Qty 3 Ply 1 L2-2802-2L Job Reference (optional) K3850551 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:49 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-yJXqe_?isccpSrXWAKVUrYF?66YoMSLmkH_lSnyPYYq Scale = 1:15.5 1 2 3 42x4 3-11-8 3-11-8 -1-3-7 1-3-7 3-11-8 3-11-8 0-4-32-3-156.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.16 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)3=100/Mechanical, 2=279/0-5-8, 4=28/Mechanical Max Horz 2=67(LC 8) Max Uplift3=-37(LC 8), 2=-19(LC 8) Max Grav 3=100(LC 1), 2=279(LC 1), 4=63(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 Job B1705020 Truss J03 Truss Type JACK Qty 6 Ply 1 L2-2802-2L Job Reference (optional) K3850552 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Oct 26 10:58:49 2017 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:f4xRSPPRLG51umIA5avfY5zV870-yJXqe_?isccpSrXWAKVUrYF0g6a0MSLmkH_lSnyPYYq Scale = 1:10.4 1 2 3 42x4 1-11-8 1-11-8 -1-3-7 1-3-7 1-11-8 1-11-8 0-4-31-3-156.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.12 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)3=32/Mechanical, 2=207/0-5-8, 4=15/Mechanical Max Horz 2=42(LC 8) Max Uplift3=-14(LC 8), 2=-22(LC 8) Max Grav 3=32(LC 1), 2=207(LC 1), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 October 26,2017 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 87654321BOTTOM 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 MiTekfi 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 87654321BOTTOM 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 SystemGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions 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.