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HomeMy WebLinkAboutMARKHAM C SEALED TRUSS ENGINEERING 1700428Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. Liu, Xuegang Pages or sheets covered by this seal: I29790679 thru I29790728 My license renewal date for the state of Indiana is July 31, 2018. 1700428 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: MARKHAM C 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. May 8,2017 Job 1700428 Truss A Truss Type COMMON Qty 9 Ply 1 MARKHAM C Job Reference (optional) I29790679 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:13 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-YwLniXY0jqdJpFn1Mw?OH6RwuwnyRtMdbYjwcczIe8m Scale = 1:77.8 12 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 3x6 5x6 3x6 4x9 4x6 4x6 3x6 3x6 3x4 3x4 2x4 3x6 3x4 3x4 2x4 4x9 4x6 4x6 3x6 8-6-14 8-6-14 16-10-5 8-3-6 25-1-11 8-3-6 33-5-2 8-3-6 42-0-0 8-6-14 -0-11-4 0-11-4 7-2-5 7-2-5 14-1-3 6-10-13 21-0-0 6-10-13 27-10-13 6-10-13 34-9-11 6-10-13 42-0-0 7-2-5 0- 1 1 - 0 13 - 2 - 0 0- 1 1 - 0 7.00 12 Plate Offsets (X,Y)-- [2:0-6-15,Edge], [12:0-6-15,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.89 0.76 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.43 0.16 (loc) 12-13 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 204 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-13,4-18: 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 4-2-13, Right 2x6 SPF No.2 4-2-13 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-15, 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1737/0-3-8, 12=1679/Mechanical Max Horz 2=-2(LC 6) Max Uplift 2=-125(LC 6), 12=-95(LC 6) Max Grav 2=1877(LC 12), 12=1843(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2856/188, 4-6=-2743/269, 6-7=-2278/303, 7-8=-2278/303, 8-10=-2746/271, 10-12=-2859/190 BOT CHORD 2-18=-67/2270, 16-18=0/1914, 15-16=0/1398, 13-15=0/1914, 12-13=-69/2273 WEBS 7-15=-97/939, 8-15=-763/199, 8-13=-60/522, 10-13=-285/164, 7-16=-96/939, 6-16=-762/198, 6-18=-58/519, 4-18=-283/162 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 2 and 95 lb uplift at joint 12. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss AG Truss Type GABLE Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790680 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:14 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-06vAvtZeU7lAQPMEvdWdqJzGVKHyAMinqCSU83zIe8l Scale = 1:85.3 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 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 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 3x6 5x6 3x6 3x6 3x6 42-0-0 42-0-0 -0-11-4 0-11-4 21-0-0 21-0-0 42-0-0 21-0-0 42-11-4 0-11-4 0- 1 1 - 0 13 - 2 - 0 0- 1 1 - 0 7.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.13 0.07 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.01 (loc) 35 34 36 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 338 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 18-52,17-53,16-54,15-55,14-56,13-57,19-51,20-50,21-49,22-48,23-47: 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 18-52, 17-53, 16-54, 15-55, 14-56, 13-57, 12-59, 19-51, 20-50, 21-49, 22-48, 23-47, 24-45 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 42-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 54, 55, 56, 57, 59, 60, 61, 62, 63, 64, 65, 66, 67, 50, 49, 48, 47, 45, 44, 43, 42, 41, 40, 39, 38, 37 except 52=-136(LC 7) Max Grav All reactions 250 lb or less at joint(s) 68, 36, 53, 54, 55, 56, 57, 59, 60, 61, 62, 63, 64, 65, 66, 67, 51, 50, 49, 48, 47, 45, 44, 43, 42, 41, 40, 39, 38, 37 except 52=256(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-231/272, 16-17=-257/304, 17-18=-260/308, 18-19=-260/308, 19-20=-257/304, 20-21=-231/272 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 54, 55, 56, 57, 59, 60, 61, 62, 63, 64, 65, 66, 67, 50, 49, 48, 47, 45, 44, 43, 42, 41, 40, 39, 38, 37 except (jt=lb) 52=136. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss AS Truss Type COMMON Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790681 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-VJTY7DZGFRt02ZxQTL1sMXWG1kTXvnuw3sC1gVzIe8k Scale = 1:77.7 12 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 3x6 5x6 3x6 4x9 4x6 4x6 3x6 3x6 3x4 3x4 2x4 3x6 3x4 3x4 2x4 4x12 5x6 5x6 3x6 8-6-14 8-6-14 16-10-5 8-3-6 25-1-11 8-3-6 33-5-2 8-3-6 41-8-8 8-3-6 -0-11-4 0-11-4 7-2-5 7-2-5 14-1-3 6-10-13 21-0-0 6-10-13 27-10-13 6-10-13 34-9-11 6-10-13 41-8-8 6-10-13 0- 1 1 - 0 13 - 2 - 0 1- 1 - 1 7.00 12 Plate Offsets (X,Y)-- [2:0-6-15,Edge], [12:0-9-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.85 0.75 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.42 0.15 (loc) 2-18 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 9-12: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-13,4-18: 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 4-2-13, Right 2x8 SP No.2 3-11-13 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 8-15, 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1725/0-3-8, 12=1668/Mechanical Max Horz 2=-2(LC 6) Max Uplift 2=-125(LC 6), 12=-95(LC 6) Max Grav 2=1864(LC 12), 12=1830(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2833/187, 4-6=-2721/267, 6-7=-2254/302, 7-8=-2243/301, 8-10=-2621/265, 10-12=-2781/186 BOT CHORD 2-18=-66/2251, 16-18=0/1893, 15-16=0/1377, 13-15=0/1874, 12-13=-64/2164 WEBS 7-15=-95/908, 8-15=-729/198, 8-13=-56/433, 7-16=-96/939, 6-16=-763/198, 6-18=-58/522, 4-18=-285/162 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 2=125. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss AT Truss Type SPECIAL Qty 5 Ply 1 MARKHAM C Job Reference (optional) I29790682 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:16 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-zV1wKZau0l0tgiWc12Y5vk3R98n1e6e4HWxaDxzIe8j Scale = 1:87.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 203x6 5x6 3x8 3x8 4x6 3x6 2x4 4x9 3x6 2x4 5x9 10x10 3x4 3x4 2x4 4x9 4x6 4x6 7-0-14 7-0-14 14-1-0 7-0-2 20-8-8 6-7-8 32-3-11 11-7-3 41-8-8 9-4-13 7-0-14 7-0-14 14-1-0 7-0-2 20-8-8 6-7-8 27-7-5 6-10-13 35-0-7 7-5-1 41-8-8 6-8-1 42-7-12 0-11-4 0- 5 - 1 12 - 6 - 0 13 - 2 - 0 0- 1 1 - 0 0- 8 - 0 7.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-8], [10:0-6-15,Edge], [16:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.89 0.86 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.98 0.17 (loc) 12-14 12-14 10 l/defl >999 >509 n/a L/d 240 180 n/a PLATES MT20 Weight: 202 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3,7-11: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF-S 1650F 1.6E, 10-13: 2x4 SP No.1 WEBS 2x4 SPF No.2 *Except* 2-18,2-16,14-16,8-12: 2x4 SPF Stud/No.3 SLIDER Right 2x6 SPF No.2 3-11-3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 4-14, 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1665/Mechanical, 10=1723/0-3-8 Max Horz 1=17(LC 7) Max Uplift 1=-94(LC 6), 10=-125(LC 6) Max Grav 1=1827(LC 12), 10=1862(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3121/184, 2-4=-2530/229, 4-5=-1930/257, 5-6=-1940/256, 6-8=-2667/233, 8-10=-2857/193 BOT CHORD 1-18=-68/2578, 16-18=-68/2578, 12-14=0/1881, 10-12=-79/2262 WEBS 4-16=0/639, 2-18=0/346, 2-16=-696/101, 14-16=0/1891, 4-14=-999/154, 5-14=-142/1456, 6-14=-795/175, 6-12=0/509, 8-12=-269/157 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=125. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss ATG Truss Type GABLE Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790683 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-RhbIXvbWn28kHs4obm4KSybaRX7CNZuDWAh8lOzIe8i Scale = 1:83.3 Sheet Back Right Option 3-7-0 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 46 473x6 5x6 3x8 4x6 4x6 3x6 4x9 3x6 5x9 10x10 3x4 3x4 4x9 4x6 4x6 3x4 2-0 - 3 7-0-14 7-0-14 14-1-0 7-0-2 20-8-8 6-7-8 32-3-11 11-7-3 38-1-8 5-9-13 41-8-8 3-7-0 7-0-14 7-0-14 14-1-0 7-0-2 18-8-7 4-7-7 20-8-8 2-0-1 27-7-5 6-10-13 35-0-7 7-5-1 41-8-8 6-8-1 42-7-12 0-11-4 0- 5 - 1 12 - 6 - 0 13 - 2 - 0 0- 1 1 - 0 0- 8 - 0 7.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-8], [10:0-6-15,Edge], [16:0-3-8,0-2-8], [26:0-1-9,0-1-0], [31:0-2-0,0-0-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.98 0.87 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.98 0.17 (loc) 12-14 12-14 10 l/defl >999 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 1-17,16-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-18,2-16,14-16,8-12: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 SLIDER Right 2x6 SPF No.2 3-11-3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 4-14, 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1665/Mechanical, 10=1723/0-3-8 Max Horz 1=17(LC 7) Max Uplift 1=-94(LC 6), 10=-125(LC 6) Max Grav 1=1827(LC 12), 10=1862(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3121/184, 2-4=-2531/229, 4-5=-1931/257, 5-6=-1940/256, 6-8=-2667/232, 8-10=-2857/193 BOT CHORD 1-18=-68/2578, 16-18=-68/2578, 12-14=0/1882, 10-12=-79/2262 WEBS 4-16=0/638, 2-18=0/346, 2-16=-695/101, 14-16=0/1892, 4-14=-1000/155, 5-14=-142/1458, 6-14=-797/175, 6-12=0/508, 8-12=-267/156 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=125. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss B Truss Type COMMON Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790684 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:18 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-vu8glFc8YMGbv0f?8TbZ_98mFxTU679NlqQhHqzIe8h Scale = 1:76.0 12 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 203x6 5x6 3x6 4x9 4x6 4x6 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 4x9 4x6 4x6 3x6 9-7-12 9-7-12 19-0-0 9-4-4 28-4-4 9-4-4 38-0-0 9-7-12 -0-11-4 0-11-4 6-6-5 6-6-5 12-9-3 6-2-13 19-0-0 6-2-13 25-2-13 6-2-13 31-5-11 6-2-13 38-0-0 6-6-5 38-11-4 0-11-4 0- 1 1 - 0 12 - 0 - 0 0- 1 1 - 0 7.00 12 Plate Offsets (X,Y)-- [2:0-6-15,Edge], [12:0-6-15,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.91 0.87 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.55 0.13 (loc) 12-14 2-18 12 l/defl >999 >832 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-14,4-18: 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 3-10-3, Right 2x6 SPF No.2 3-10-3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-16, 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1576/0-3-8, 12=1576/0-3-8 Max Uplift 2=-116(LC 6), 12=-116(LC 6) Max Grav 2=1701(LC 12), 12=1701(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2544/182, 4-6=-2349/206, 6-7=-1770/233, 7-8=-1770/233, 8-10=-2349/206, 10-12=-2544/182 BOT CHORD 2-18=-70/2006, 16-18=0/1714, 14-16=0/1714, 12-14=-70/2006 WEBS 7-16=-124/1325, 8-16=-721/147, 8-14=0/431, 6-16=-721/147, 6-18=0/431 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=116, 12=116. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss BG Truss Type GABLE Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790685 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:20 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-rGGRAwdP3zWJ8KpNGud13aDI_lKSa4wfC8voMizIe8f Scale = 1:77.7 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 3534 65 665x6 5x6 5x6 3x6 3x6 38-0-0 38-0-0 -0-11-4 0-11-4 19-0-0 19-0-0 38-0-0 19-0-0 38-11-4 0-11-4 0- 1 1 - 0 12 - 0 - 0 0- 1 1 - 0 7.00 12 Plate Offsets (X,Y)-- [10:0-2-0,0-0-0], [11:0-3-0,0-3-4], [11:0-0-0,0-1-12], [23:0-3-0,0-3-4], [23:0-0-0,0-1-12], [24:0-2-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.13 0.07 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 32 32 34 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 289 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 17-49,16-50,15-51,14-52,13-54,18-48,19-47,20-46,21-44: 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 17-49, 16-50, 15-51, 14-52, 13-54, 18-48, 19-47, 20-46, 21-44 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 38-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 64, 34, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 except 49=-109(LC 7) Max Grav All reactions 250 lb or less at joint(s) 64, 34, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 48, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-221/268, 16-17=-226/276, 17-18=-226/276, 18-19=-221/268 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 64, 34, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 except (jt=lb) 49=109. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss BS Truss Type COMMON Qty 2 Ply 1 MARKHAM C Job Reference (optional) I29790686 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:20 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-rGGRAwdP3zWJ8KpNGud13aD6Ul80a1efC8voMizIe8f Scale = 1:71.8 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 3x6 5x6 3x6 4x12 5x6 5x6 3x6 3x4 2x4 3x4 3x8 3x4 3x4 2x4 4x9 4x6 4x6 3x6 9-6-14 9-6-14 18-8-8 9-1-10 28-1-10 9-5-2 37-8-8 9-6-14 6-5-3 6-5-3 12-6-13 6-1-11 18-8-8 6-1-11 24-11-5 6-2-13 31-2-3 6-2-13 37-8-8 6-6-5 38-7-12 0-11-4 1- 1 - 1 12 - 0 - 0 0- 1 1 - 0 7.00 12 Plate Offsets (X,Y)-- [1:0-9-0,Edge], [11:0-6-15,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.93 0.86 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.54 0.13 (loc) 1-17 1-17 11 l/defl >999 >841 n/a L/d 240 180 n/a PLATES MT20 Weight: 179 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,9-13: 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 3-10-9, Right 2x6 SPF No.2 3-10-3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1508/Mechanical, 11=1565/0-3-8 Max Horz 1=2(LC 6) Max Uplift 1=-85(LC 6), 11=-116(LC 6) Max Grav 1=1655(LC 12), 11=1689(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2462/181, 3-5=-2250/206, 5-6=-1746/232, 6-7=-1747/232, 7-9=-2331/206, 9-11=-2523/181 BOT CHORD 1-17=-65/1903, 15-17=0/1669, 13-15=0/1694, 11-13=-69/1989 WEBS 5-17=0/390, 5-15=-691/144, 6-15=-125/1306, 7-15=-722/147, 7-13=0/434 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 11=116. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss BT Truss Type SPECIAL Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790687 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:21 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-JSqpNGe1qHeAmUOaqb8GcomKe9WMJRupRofLu9zIe8e Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 203x6 5x6 3x6 3x8 3x6 2x4 3x4 3x6 3x6 2x4 6x10 5x9 3x4 3x4 2x4 4x9 4x6 4x6 7-2-10 7-2-10 14-1-0 6-10-6 21-10-5 7-9-5 29-7-11 7-9-5 37-8-8 8-0-13 7-2-10 7-2-10 14-1-0 6-10-6 18-8-8 4-7-8 24-11-5 6-2-13 31-2-3 6-2-13 37-8-8 6-6-5 38-7-12 0-11-4 0- 5 - 1 11 - 4 - 0 12 - 0 - 0 0- 1 1 - 0 0- 8 - 0 7.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-8], [10:0-6-15,Edge], [16:0-2-12,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.73 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.41 0.14 (loc) 14-15 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3,7-11: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-18,2-16,14-16,8-12: 2x4 SPF Stud/No.3 SLIDER Right 2x6 SPF No.2 3-10-3 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. Except: 1 Row at midpt 4-16 WEBS 1 Row at midpt 2-16, 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1505/Mechanical, 10=1563/0-3-8 Max Horz 1=17(LC 7) Max Uplift 1=-85(LC 6), 10=-116(LC 6) Max Grav 1=1652(LC 12), 10=1686(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2774/170, 2-4=-2185/207, 4-5=-2204/308, 5-6=-1976/265, 6-8=-2404/234, 8-10=-2531/171 BOT CHORD 1-18=-54/2281, 16-18=-54/2281, 4-16=-457/148, 12-14=0/1691, 10-12=-61/1994 WEBS 2-18=0/334, 2-16=-712/112, 14-16=0/1078, 5-16=-131/1083, 5-14=-78/735, 6-14=-685/176, 6-12=-42/440 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=116. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss BV Truss Type SPECIAL Qty 6 Ply 1 MARKHAM C Job Reference (optional) I29790688 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:22 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-nfOBbcffbam1OezmNJfV9?JSzYs42osygSOvQbzIe8d Scale = 1:77.7 12 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 16 26 273x6 5x6 3x6 3x10 4x6 6x12 4x9 6x12 MT18HS 6x6 4x9 2x4 3x6 4x6 4x6 3x6 6x8 5x9 3x4 3x4 2x4 4x9 4x6 4x6 2-3-8 2-3-8 3-3-8 1-0-0 8-5-0 5-1-8 13-6-8 5-1-8 14-6-8 1-0-0 22-3-3 7-8-11 29-11-13 7-8-11 38-0-0 8-0-3 -0-11-4 0-11-4 2-3-8 2-3-8 3-3-8 1-0-0 8-5-0 5-1-8 14-6-8 6-1-8 19-0-0 4-5-8 25-2-13 6-2-13 31-5-11 6-2-13 38-0-0 6-6-5 38-11-4 0-11-4 0- 1 1 - 0 12 - 0 - 0 0- 1 1 - 0 1- 6 - 0 7.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-6-15,Edge], [14:0-6-15,Edge], [20:0-6-0,0-3-4], [24:0-1-12,0-1-12], [25:0-5-0,Edge], [25:0-2-9,0-2-9] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.93 0.76 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.66 0.41 (loc) 21-22 18-19 14 l/defl >999 >689 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 211 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-23: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 4-25: 2x8 SP 2250F 1.8E, 8-19: 2x4 SPF-S 1650F 1.6E 4-23,9-20,9-18,10-18,10-16: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-9-0, Right 2x6 SPF No.2 3-10-3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-19, 5-22, 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=1576/0-3-8, 14=1576/0-3-8 Max Uplift 2=-116(LC 6), 14=-116(LC 6) Max Grav 2=1701(LC 12), 14=1701(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2328/124, 4-5=-5639/260, 5-6=-3270/192, 6-8=-2515/211, 8-9=-2185/309, 9-10=-2017/266, 10-12=-2432/236, 12-14=-2557/171 BOT CHORD 2-25=-57/1666, 23-24=-93/2774, 22-23=-172/4674, 21-22=-44/2729, 20-21=0/2270, 16-18=0/1717, 14-16=-61/2016 WEBS 4-24=-1797/72, 8-20=-2306/131, 4-23=-103/2820, 5-22=-1992/132, 6-22=0/568, 6-21=-961/106, 8-21=0/2117, 18-20=0/1143, 9-20=-135/1043, 9-18=-73/774, 10-18=-683/178, 10-16=-45/434, 5-23=-2/1394 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=116, 14=116. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss C Truss Type COMMON Qty 6 Ply 1 MARKHAM C Job Reference (optional) I29790689 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:23 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-GryZoyfHMuuu?nYyx0BkhDrkbyEvnP46u68Sy1zIe8c Scale = 1:45.2 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x6 4x6 3x6 3x8 3x6 3x4 2x4 3x4 2x4 3x8 8-0-11 8-0-11 15-11-5 7-10-10 24-0-0 8-0-11 -0-11-4 0-11-4 6-1-0 6-1-0 12-0-0 5-11-0 17-11-0 5-11-0 24-0-0 6-1-0 24-11-4 0-11-4 0- 6 - 6 7- 6 - 6 0- 6 - 6 7.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-0], [2:0-1-3,0-6-0], [2:0-3-8,Edge], [8:0-0-9,0-1-0], [8:0-1-3,0-6-0], [8:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.49 0.59 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.30 0.05 (loc) 8-10 8-10 8 l/defl >999 >934 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-5 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=1013/0-3-8, 8=1013/0-3-8 Max Uplift 2=-88(LC 6), 8=-88(LC 6) Max Grav 2=1079(LC 12), 8=1079(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1572/118, 3-5=-1448/161, 5-7=-1448/161, 7-8=-1572/118 BOT CHORD 2-12=-19/1264, 10-12=0/803, 8-10=-19/1264 WEBS 5-10=-33/580, 7-10=-380/145, 5-12=-33/580, 3-12=-380/145 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss CG Truss Type GABLE Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790690 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:24 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-k1Wy?Igv7C0ldx79VkizEQO?XMjiWuLF7mt?VUzIe8b Scale = 1:49.3 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 38 39 4x6 4x6 4x6 3x4 3x8 3x6 3x4 3x8 24-0-0 24-0-0 -0-11-4 0-11-4 12-0-0 12-0-0 24-0-0 12-0-0 24-11-4 0-11-4 0- 6 - 6 7- 6 - 6 0- 6 - 6 7.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-15], [2:0-2-5,Edge], [8:0-2-0,0-0-0], [9:0-2-12,0-2-4], [9:0-0-0,0-1-12], [13:0-2-12,0-2-4], [13:0-0-0,0-1-12], [14:0-2-0,0-0-0], [20:0-0-0,0-0-15], [20:0-2-5,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.10 0.05 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 21 21 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 133 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 24-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 29, 30, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22, 20 Max Grav All reactions 250 lb or less at joint(s) 2, 29, 30, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 29, 30, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22, 20. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. May 8,2017 Job 1700428 Truss D Truss Type PIGGYBACK ATTIC Qty 6 Ply 1 MARKHAM C Job Reference (optional) I29790691 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-CE3KDehXuV8cF5iL3RDCmew0wm0PFG9OMQdZ1wzIe8a Scale = 1:66.2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 3x8 8x8 5x6 5x6 8x8 3x8 8x8 3x8 3x10 3x6 3x10 3x6 4x6 4x6 3x4 3x8 14-1-0 9- 2 - 0 5- 1 0 - 8 2-9-14 8-5-5 0-5-15 0-5-15 3-3-12 2-9-13 17-8-4 14-4-8 20-6-1 2-9-13 21-0-0 0-5-15 -1-7-4 1-7-4 0-5-15 0-5-15 3-3-12 2-9-13 6-7-13 3-4-1 14-4-3 7-8-6 17-8-4 3-4-1 20-6-1 2-9-13 21-0-0 0-5-15 22-7-4 1-7-4 4- 2 - 1 4 12 - 0 - 0 4- 2 - 1 4 12 - 0 - 0 14.00 12 Plate Offsets (X,Y)-- [5:0-2-11,Edge], [6:0-2-11,Edge], [12:0-3-8,0-6-0], [14:0-3-8,0-6-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.69 0.21 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.16 -0.22 0.00 -0.11 (loc) 12-14 12-14 11 12-14 l/defl >999 >999 n/a 1559 L/d 240 180 n/a 360 PLATES MT20 Weight: 240 lb FT = 0% GRIP 187/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-6: 2x4 SPF No.2 BOT CHORD 1.5 X 11-7/8 LSL Truss Grade WEBS 2x4 SPF Stud/No.3 *Except* 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 16 REACTIONS.(lb/size) 15=1005/0-3-8, 11=1005/0-3-8 Max Uplift 15=-65(LC 4), 11=-65(LC 4) Max Grav 15=1432(LC 9), 11=1432(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1096/113, 3-4=-816/150, 4-5=-482/74, 6-7=-482/74, 7-8=-816/150, 8-9=-1096/113, 5-6=-448/142, 2-15=-1641/21, 9-11=-1641/21 BOT CHORD 12-14=0/556 WEBS 3-14=-161/507, 8-12=-161/507, 4-16=-749/149, 7-16=-749/149, 2-14=0/858, 9-12=0/858 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-16, 7-16 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 12-14 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. May 8,2017 Job 1700428 Truss D1 Truss Type PIGGYBACK ATTIC Qty 2 Ply 1 MARKHAM C Job Reference (optional) I29790692 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-CE3KDehXuV8cF5iL3RDCmew0um0RFGXOMQdZ1wzIe8a Scale = 1:66.2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 3x8 8x8 5x6 5x6 8x8 3x8 8x8 3x8 3x10 3x6 3x10 3x6 4x6 4x6 3x4 3x8 14-1-0 9- 2 - 0 0-5-15 0-5-15 3-3-12 2-9-13 17-8-4 14-4-8 20-8-0 2-11-12 -1-7-4 1-7-4 0-5-15 0-5-15 3-3-12 2-9-13 6-7-13 3-4-1 14-4-3 7-8-6 17-8-4 3-4-1 20-8-0 2-11-12 4- 2 - 1 4 12 - 0 - 0 4- 7 - 9 12 - 0 - 0 14.00 12 Plate Offsets (X,Y)-- [5:0-2-11,Edge], [6:0-2-11,Edge], [11:0-3-8,0-6-0], [13:0-3-8,0-6-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.70 0.20 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.15 -0.21 0.00 -0.11 (loc) 11-13 11-13 10 11-13 l/defl >999 >999 n/a 1579 L/d 240 180 n/a 360 PLATES MT20 Weight: 233 lb FT = 0% GRIP 187/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-6: 2x4 SPF No.2 BOT CHORD 1.5 X 11-7/8 LSL Truss Grade WEBS 2x4 SPF Stud/No.3 *Except* 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 15 REACTIONS.(lb/size) 14=995/0-3-8, 10=886/0-3-8 Max Horz 14=88(LC 4) Max Uplift 14=-57(LC 4), 10=-19(LC 4) Max Grav 14=1417(LC 9), 10=1358(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1065/98, 3-4=-804/143, 4-5=-494/78, 6-7=-485/73, 7-8=-804/146, 8-9=-1065/71, 5-6=-456/119, 2-14=-1595/0, 9-10=-1647/0 BOT CHORD 11-13=0/538 WEBS 3-13=-173/483, 8-11=-203/487, 4-15=-705/131, 7-15=-709/143, 2-13=0/830, 9-11=0/911 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-15, 7-15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 11-13 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. May 8,2017 Job 1700428 Truss DG Truss Type GABLE Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790693 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-gQdiQ_iAfpGTsFGXc9kRJrT9S9LW_jPYa4M6ZMzIe8Z Scale = 1:71.0Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 3x8 8x8 5x6 5x6 8x8 3x8 8x8 3x8 3x10 3x6 3x10 3x6 4x6 4x6 3x4 4x12 3x8 2x8 2x8 14-1-0 9- 2 - 0 0-5-15 0-5-15 3-3-12 2-9-13 17-8-4 14-4-8 20-6-1 2-9-13 21-0-0 0-5-15 -1-7-4 1-7-4 0-5-15 0-5-15 3-3-12 2-9-13 6-7-13 3-4-1 14-4-3 7-8-6 17-8-4 3-4-1 20-6-1 2-9-13 21-0-0 0-5-15 22-7-4 1-7-4 4- 2 - 1 4 12 - 0 - 0 4- 2 - 1 4 12 - 0 - 0 14.00 12 Plate Offsets (X,Y)-- [5:0-2-11,Edge], [6:0-2-11,Edge], [12:0-3-8,0-6-0], [14:0-3-8,0-6-0], [16:0-6-0,0-0-2] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.77 0.21 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.16 -0.22 0.00 -0.11 (loc) 12-14 12-14 11 12-14 l/defl >999 >999 n/a 1559 L/d 240 180 n/a 360 PLATES MT20 Weight: 522 lb FT = 0% GRIP 187/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-6: 2x4 SPF No.2 BOT CHORD 1.5 X 11-7/8 LSL Truss Grade WEBS 2x4 SPF Stud/No.3 *Except* 4-7: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 16 REACTIONS.(lb/size) 15=1005/0-3-8, 11=1005/0-3-8 Max Uplift 15=-65(LC 4), 11=-65(LC 4) Max Grav 15=1432(LC 9), 11=1432(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1096/113, 3-4=-816/150, 4-5=-482/74, 6-7=-482/74, 7-8=-816/150, 8-9=-1096/113, 5-6=-448/142, 2-15=-1641/21, 9-11=-1641/21 BOT CHORD 12-14=0/556 WEBS 3-14=-161/507, 8-12=-161/507, 4-16=-749/149, 7-16=-749/149, 2-14=0/858, 9-12=0/858 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-16, 7-16 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 12-14 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 11. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. May 8,2017 Job 1700428 Truss E Truss Type COMMON Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790694 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-8cB4eJjoQ7OJUPrjAsFgs30RMZeyjEBhpk6g5ozIe8Y Scale = 1:43.1 1 2 3 4 5 6 7 8 9 12 11 10 13 14 4x6 3x8 4x6 3x6 3x4 2x4 3x4 2x4 3x8 4x6 6-9-5 6-9-5 13-3-3 6-5-13 20-0-8 6-9-5 -0-11-4 0-11-4 5-1-14 5-1-14 10-0-4 4-10-6 14-10-10 4-10-6 20-0-8 5-1-14 20-11-12 0-11-4 0- 1 1 - 0 6- 9 - 2 0- 1 1 - 0 7.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [8:Edge,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.38 0.39 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.03 (loc) 8-10 8-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 3-0-11, Right 2x6 SPF No.2 3-0-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-2 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=858/0-3-8, 8=858/0-3-8 Max Uplift 2=-75(LC 6), 8=-75(LC 6) Max Grav 2=913(LC 12), 8=913(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1213/99, 4-5=-1108/139, 5-6=-1108/139, 6-8=-1213/99 BOT CHORD 2-12=-15/919, 10-12=0/634, 8-10=-15/919 WEBS 5-10=-29/402, 5-12=-29/402 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss EG Truss Type GABLE Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790695 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:28 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-cplSrfjQBQWA6ZQwkZmvOGYfzz4rSiNr2OrDeFzIe8X Scale = 1:43.8 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 33 34 4x6 5x6 20-0-8 20-0-8 -0-11-4 0-11-4 10-0-4 10-0-4 20-0-8 10-0-4 20-11-12 0-11-4 0- 1 1 - 0 6- 9 - 2 0- 1 1 - 0 7.00 12 Plate Offsets (X,Y)-- [28:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.13 0.03 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 17 16 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 108 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 20-0-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 32, 18, 25, 26, 27, 28, 29, 30, 31, 24, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 32, 18, 25, 26, 27, 28, 29, 30, 31, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 18, 25, 26, 27, 28, 29, 30, 31, 24, 23, 22, 21, 20, 19. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss EGR Truss Type SPECIAL Qty 1 Ply 3 MARKHAM C Job Reference (optional) I29790696 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:29 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-4?Jr3?k2yke1ji?6IHH8xU5k1NByBz1_H2bmAhzIe8W Scale = 1:42.9 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 17 18 19 4x6 10x20 MT18HS 4x12 4x9 10x20 MT18HS 12x12 3x8 10x10 10x10 7x12 4-8-0 4-8-0 10-0-4 5-4-4 13-10-10 3-10-6 17-9-0 3-10-6 20-0-8 2-3-8 4-8-0 4-8-0 10-0-4 5-4-4 13-10-10 3-10-6 17-9-0 3-10-6 20-0-8 2-3-8 0- 1 1 - 0 6- 9 - 2 0- 1 1 - 0 0- 8 - 0 7.00 12 Plate Offsets (X,Y)-- [1:0-2-5,0-0-0], [1:1-1-11,0-5-5], [1:Edge,0-3-8], [6:0-2-8,Edge], [6:0-10-0,0-3-3], [6:0-2-5,0-0-0], [7:0-7-2,0-0-1], [8:0-3-8,0-5-0], [10:0-1-8,0-1-6] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.56 1.00 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 0.10 (loc) 9-10 9-10 6 l/defl >999 >731 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 419 lb FT = 0% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E BOT CHORD 2x10 SP No.2 *Except* 7-10: 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 2-10: 2x10 SP No.2, 5-7: 2x8 SP No.2, 3-9: 2x4 SPF No.2 WEDGE Left: 2x10 SP No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=8930/0-3-8, 6=8629/0-3-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-15433/0, 2-3=-10665/0, 3-4=-10634/0, 4-5=-13695/0, 5-6=-15263/0 BOT CHORD 1-10=0/12806, 9-10=0/12823, 8-9=0/11793, 7-8=0/11852, 6-7=0/11790 WEBS 2-10=0/4512, 5-7=0/2660, 2-9=-3783/0, 3-9=0/10346, 4-9=-3527/0, 4-8=0/3610 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-5-0 oc, 2x8 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x10 - 2 rows staggered at 0-8-0 oc, 2x8 - 3 rows staggered at 0-5-0 oc, 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 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1488 lb down at 1-11-12, 1488 lb down at 3-11-12, 1485 lb down at 5-11-12, 1645 lb down at 6-9-12, 1645 lb down at 7-11-12, 1645 lb down at 9-11-12, 1645 lb down at 11-11-12, 1645 lb down at 13-11-12, and 1645 lb down at 15-11-12, and 1648 lb down at 18-0-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 1-6=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. May 8,2017 Job 1700428 Truss EGR Truss Type SPECIAL Qty 1 Ply 3 MARKHAM C Job Reference (optional) I29790696 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:29 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-4?Jr3?k2yke1ji?6IHH8xU5k1NByBz1_H2bmAhzIe8W LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-1648(F) 9=-1645(F) 8=-1645(F) 13=-1488(F) 14=-1488(F) 15=-1485(F) 16=-1645(F) 17=-1645(F) 18=-1645(F) 19=-1645(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 1700428 Truss F Truss Type COMMON Qty 5 Ply 1 MARKHAM C Job Reference (optional) I29790697 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:29 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-4?Jr3?k2yke1ji?6IHH8xU5n3NEqB7U_H2bmAhzIe8W Scale = 1:33.1 1 2 3 4 5 6 7 8 4x6 3x4 5x9 2x4 2x4 3x4 9-4-10 9-4-10 18-9-4 9-4-10 -0-11-4 0-11-4 5-9-2 5-9-2 9-4-10 3-7-8 13-0-2 3-7-8 18-9-4 5-9-2 19-8-8 0-11-4 0- 3 - 1 5 3- 5 - 8 0- 3 - 1 5 4.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-0-0], [6:0-2-6,0-0-0], [8:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.82 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.42 0.05 (loc) 2-8 6-8 6 l/defl >999 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 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=800/0-9-4, 6=800/0-9-4 Max Uplift 2=-137(LC 6), 6=-137(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1547/218, 3-4=-1190/129, 4-5=-1190/129, 5-6=-1547/218 BOT CHORD 2-8=-147/1421, 6-8=-147/1421 WEBS 4-8=-8/550, 5-8=-428/149, 3-8=-428/149 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=137, 6=137. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss F1 Truss Type COMMON Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790698 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:30 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-YBtDGLlgj2muLsaIr_pNTheysnaTwa_8VhKKi7zIe8V Scale = 1:30.6 1 2 3 4 5 6 7 8 3x6 3x8 4x6 5x9 2x4 2x4 3x4 8-6-14 8-6-14 17-11-8 9-4-10 4-11-7 4-11-7 8-6-14 3-7-7 12-2-6 3-7-8 17-11-8 5-9-2 18-10-12 0-11-4 0- 7 - 3 3- 5 - 8 0- 3 - 1 5 4.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-2-6,0-0-0], [7:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.79 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.43 0.05 (loc) 5-7 5-7 5 l/defl >999 >489 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-5 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=702/0-3-8, 5=784/0-9-4 Max Horz 1=-15(LC 6) Max Uplift 1=-81(LC 6), 5=-137(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1438/216, 2-3=-1137/130, 3-4=-1138/130, 4-5=-1497/219 BOT CHORD 1-7=-145/1307, 5-7=-148/1374 WEBS 3-7=-10/513, 4-7=-413/148, 2-7=-358/146 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 5=137. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss FG Truss Type GABLE Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790699 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:31 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-1ORbThmIULulz09VPiKc0vA74A3lf3RHkL4tFazIe8U Scale = 1:33.1 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 5x6 3x4 18-9-4 18-9-4 -0-11-4 0-11-4 9-4-10 9-4-10 18-9-4 9-4-10 19-8-8 0-11-4 0- 3 - 1 5 3- 5 - 8 0- 3 - 1 5 4.00 12 Plate Offsets (X,Y)-- [17:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.33 0.21 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.03 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 64 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 18-9-4. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 18, 14, 12, 10 except 17=-133(LC 12), 13=-135(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 14, 13, 10 except 18=510(LC 9), 12=512(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-18=-360/131, 9-12=-360/132 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 18, 14, 12, 10 except (jt=lb) 17=133, 13=135. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss G Truss Type COMMON Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790700 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:31 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-1ORbThmIULulz09VPiKc0vA32A1?f_gHkL4tFazIe8U Scale = 1:71.0 1 2 3 4 5 6 9 8 7 3x6 4x6 6x10 2x4 4x6 2x8 3x4 3x8 7-0-0 7-0-0 12-8-0 5-8-0 -1-3-4 1-3-4 3-7-1 3-7-1 7-0-0 3-4-15 12-8-0 5-8-0 2- 4 - 4 11 - 8 - 4 4- 1 - 9 16.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-13], [6:Edge,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.32 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.00 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-8: 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=490/0-3-8, 9=585/0-3-8 Max Horz 9=92(LC 4) Max Uplift 7=-57(LC 4), 9=-89(LC 4) Max Grav 7=545(LC 8), 9=605(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-194/288, 3-5=-442/217, 5-6=-448/162, 2-9=-263/300, 6-7=-501/82 WEBS 5-8=-174/300, 3-9=-339/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss GG Truss Type GABLE Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790701 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:32 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-Va?zh1mwFf1caAkhzPrrZ6jGYaPtOORQz?pRn0zIe8T Scale = 1:72.4 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 26 24 27 25 28 3x4 2x8 3x6 4x6 3- 0 - 0 12-8-0 12-8-0 -1-3-4 1-3-4 7-0-0 7-0-0 12-8-0 5-8-0 2- 4 - 4 11 - 8 - 4 4- 1 - 9 16.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.48 0.22 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.00 -0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 240 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 7-18,9-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 23, 24, 25, 28 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-8-0. (lb) - Max Horz 22=92(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 14 except 13=-114(LC 4), 18=-142(LC 5), 19=-170(LC 4), 21=-256(LC 4), 16=-138(LC 5), 15=-153(LC 4) Max Grav All reactions 250 lb or less at joint(s) 22, 13, 19, 20, 21, 15, 14, 17 except 18=314(LC 4), 16=311(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-7=-317/404, 7-8=-255/312, 8-9=-255/312, 9-10=-317/404 WEBS 8-23=-348/254, 18-26=-295/170, 24-26=-301/173, 16-27=-295/170, 25-27=-301/173 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 14 except (jt=lb) 13=114, 18=142, 19=170, 21=256, 16=138, 15=153. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss GGR Truss Type COMMON Qty 1 Ply 2 MARKHAM C Job Reference (optional) I29790702 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:32 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-Va?zh1mwFf1caAkhzPrrZ6jHSaMrOMVQz?pRn0zIe8T Scale = 1:71.4 1 2 3 4 5 6 7 11 10 9 812 13 14 15 16 17 3x6 4x6 2x8 3x6 3x4 10x10 10x10 3x6 4x6 5x6 3-4-15 3-4-15 7-0-0 3-7-1 12-8-0 5-8-0 -1-3-4 1-3-4 3-4-15 3-4-15 7-0-0 3-7-1 10-5-5 3-5-5 12-8-0 2-2-11 2- 4 - 4 11 - 8 - 4 4- 1 - 9 16.00 12 Plate Offsets (X,Y)-- [9:0-5-0,0-6-4], [10:0-3-8,0-5-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.42 0.41 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.01 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 235 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 5-9: 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=5130/0-3-8, 8=6061/0-3-8 Max Horz 11=92(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3616/0, 3-5=-2910/106, 5-6=-2900/105, 6-7=-281/131, 2-11=-4279/0, 7-8=-275/105 BOT CHORD 9-10=0/2100, 8-9=0/1116 WEBS 3-10=0/1070, 3-9=-874/158, 5-9=-78/4311, 6-9=-54/1247, 2-10=0/2405, 6-8=-3520/0 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: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1659 lb down at 2-0-12, 1659 lb down at 4-0-12, 1659 lb down at 6-0-12, 1659 lb down at 8-0-12, and 1659 lb down at 10-0-12, and 1665 lb down at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-7=-60, 8-11=-20 Concentrated Loads (lb) Vert: 11=-154 12=-1659(F) 13=-1659(F) 14=-1659(F) 15=-1659(F) 16=-1659(F) 17=-1665(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. May 8,2017 Job 1700428 Truss H Truss Type COMMON Qty 3 Ply 1 MARKHAM C Job Reference (optional) I29790703 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:33 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-zmYLuNnZ0z9TCKJtX7M45KGOL_kV7zoaCfZ_JSzIe8S Scale = 1:57.5 1 2 3 4 7 6 5 6x10 4x6 2x4 2x4 3x8 6x10 5-3-0 5-3-0 10-6-0 5-3-0 5-3-0 5-3-0 10-6-0 5-3-0 12-1-4 1-7-4 2- 4 - 1 2 9- 4 - 1 2 2- 4 - 1 2 16.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-3], [2:Edge,0-1-13], [3:Edge,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.67 0.19 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 6-7 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-6: 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=399/0-10-4, 5=522/0-10-4 Max Horz 7=-107(LC 4) Max Uplift 7=-54(LC 4), 5=-101(LC 4) Max Grav 7=448(LC 8), 5=525(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-377/123, 2-3=-387/139, 1-7=-402/78, 3-5=-478/126 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=101. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss HG Truss Type GABLE Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790704 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:33 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-zmYLuNnZ0z9TCKJtX7M45KGTl_m57xWaCfZ_JSzIe8S Scale = 1:53.7 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x8 4x6 2x8 10-6-0 10-6-0 -1-7-4 1-7-4 5-3-0 5-3-0 10-6-0 5-3-0 12-1-4 1-7-4 2- 4 - 1 2 9- 4 - 1 2 2- 4 - 1 2 16.00 12 Plate Offsets (X,Y)-- [6:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.38 0.09 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.00 0.00 (loc) 11 10 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 89 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 6-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 10-6-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 17, 19, 15, 13 except 20=-263(LC 4), 12=-263(LC 4), 16=-237(LC 5), 18=-120(LC 4), 14=-120(LC 4) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 19, 15, 14, 13 except 20=261(LC 6), 12=261(LC 6), 16=656(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-262/316, 2-3=-55/268, 3-4=-87/268, 4-5=-172/399, 5-6=-221/443, 6-7=-221/443, 7-8=-172/399, 8-9=-87/268, 9-10=-55/268, 10-12=-262/316 WEBS 6-16=-638/264 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 19, 15, 13 except (jt=lb) 20=263, 12=263, 16=237, 18=120, 14=120. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. May 8,2017 Job 1700428 Truss J Truss Type SPECIAL Qty 2 Ply 1 MARKHAM C Job Reference (optional) I29790705 8.030 s Feb 17 2017 MiTek Industries, Inc. Mon May 08 10:58:19 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-NGMH45FTOAmptDRf5L8tQk6Qliesg07PfAKt1azIafY Scale = 1:81.4 1 2 3 4 6 5 2x4 3x6 4x6 2x4 3x4 3x6 8-10-8 8-10-8 4-5-4 4-5-4 8-9-0 4-3-12 8-10-8 0-1-8 2- 4 - 1 2 14 - 2 - 1 2 13 - 1 1 - 4 0- 3 - 8 14 - 2 - 1 2 16.00 12 Plate Offsets (X,Y)-- [5:0-2-9,0-1-7] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.37 0.46 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.57 -0.00 (loc) 5-6 5-6 6 l/defl >452 >181 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-6: 2x4 SPF Stud/No.3 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 4-5, 2-5, 2-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=343/0-10-4, 5=343/0-1-8 Max Horz 5=461(LC 4) Max Uplift 6=-4(LC 5), 5=-420(LC 4) Max Grav 6=343(LC 1), 5=604(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-178/275 WEBS 2-5=-393/381, 2-6=-512/313 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 6 and 420 lb uplift at joint 5. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss JG Truss Type GABLE Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790706 8.030 s Feb 17 2017 MiTek Industries, Inc. Mon May 08 10:59:08 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-RhppMsrDsExsFlh4S8XMw3emSSKnf9EdwIizEEzIaen Scale = 1:85.3Sheet Back Right Option -3-5-1 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 9 8 12 10 11 2x4 3x6 4x6 2x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 8x8 8-10-8 8-10-8 12-3-9 3-5-1 4-5-4 4-5-4 5-3-0 0-9-12 8-9-0 3-6-0 8-10-8 0-1-8 2- 4 - 1 2 14 - 2 - 1 2 13 - 1 1 - 4 0- 3 - 8 14 - 2 - 1 2 16.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [8:0-3-15,0-0-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.49 0.63 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.49 -0.00 (loc) 8-9 8-9 9 l/defl >526 >212 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-9: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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 7-8, 2-8, 2-9 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.(lb/size) 9=343/0-10-4, 8=343/0-1-8 Max Horz 8=461(LC 4) Max Uplift 9=-4(LC 5), 8=-420(LC 4) Max Grav 9=343(LC 1), 8=604(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-285/198, 1-9=-297/178 BOT CHORD 8-9=-176/283 WEBS 2-8=-361/371, 2-9=-514/419 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 8 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) 8. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 9 and 420 lb uplift at joint 8. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss K Truss Type MONO TRUSS Qty 12 Ply 1 MARKHAM C Job Reference (optional) I29790707 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:35 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-v9g6J3ppXaPBRdSGeYOYAlLjkoMqbuktfz25OLzIe8Q Scale = 1:15.2 1 2 3 4 5 2x4 2x8 2x4 6-11-8 6-11-8 -0-11-4 0-11-4 6-10-0 6-10-0 6-11-8 0-1-8 0- 3 - 1 4 2- 0 - 1 2 1- 9 - 4 0- 3 - 8 2- 0 - 1 2 3.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.74 0.46 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.26 0.00 (loc) 2-4 2-4 4 l/defl >736 >294 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=343/0-10-4, 4=252/0-1-8 Max Horz 2=33(LC 6) Max Uplift 2=-116(LC 6), 4=-59(LC 6) Max Grav 2=352(LC 9), 4=279(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=116. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss KG Truss Type GABLE Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790708 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:35 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-v9g6J3ppXaPBRdSGeYOYAlLoioQ3btDtfz25OLzIe8Q Scale = 1:14.7 Sheet Back Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 6 5 7 2x4 2x4 2x8 2x4 2x4 -0-11-4 0-11-4 6-10-0 6-10-0 6-11-8 0-1-8 0- 3 - 1 4 2- 0 - 1 2 3.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.42 0.25 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 0.06 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 20 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=-163/6-11-8, 2=241/6-11-8, 6=523/6-11-8 Max Horz 2=33(LC 6) Max Uplift 5=-176(LC 12), 2=-80(LC 6), 6=-134(LC 6) Max Grav 5=46(LC 6), 2=244(LC 9), 6=563(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-428/215 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 5=176, 6=134. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss L Truss Type VALLEY Qty 3 Ply 1 MARKHAM C Job Reference (optional) I29790709 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:36 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-NLEUXOqRIuX23n1SCFvnjyuwZBjXKK30udnewnzIe8P Scale = 1:24.3 1 2 3 4 5 6 3x6 3x4 3x4 5x6 2x4 7-5-2 7-5-2 13-11-10 6-6-8 -0-11-4 0-11-4 13-11-10 13-11-10 0- 3 - 1 4 3- 9 - 1 2 3- 9 - 1 2 3.00 12 7.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-5] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.60 0.43 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 0.12 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 35 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=155/13-11-10, 2=306/13-11-10, 6=636/13-11-10 Max Horz 2=128(LC 6) Max Uplift 5=-31(LC 6), 2=-58(LC 6), 6=-101(LC 6) Max Grav 5=204(LC 9), 2=306(LC 1), 6=702(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-529/186 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2 except (jt=lb) 6=101. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss LG Truss Type GABLE Qty 2 Ply 1 MARKHAM C Job Reference (optional) I29790710 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:36 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-NLEUXOqRIuX23n1SCFvnjyu?RBnvKKh0udnewnzIe8P Scale = 1:24.3 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 12 11 10 9 3x6 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-5-2 7-5-2 13-11-10 6-6-8 -0-11-4 0-11-4 13-11-10 13-11-10 0- 3 - 1 4 3- 9 - 1 2 3- 9 - 1 2 3.00 12 7.00 12 Plate Offsets (X,Y)-- [10:0-4-0,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.29 0.15 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 -0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 39 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 9-10. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-11-10. (lb) - Max Horz 2=128(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 10, 11, 12, 9 Max Grav All reactions 250 lb or less at joint(s) 8, 2, 10, 11 except 12=403(LC 12), 9=485(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-284/110, 6-9=-368/113 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2, 10, 11, 12, 9. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8, 9. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss MG Truss Type GABLE Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790711 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:37 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-rXoskkq33BfvhxcemyR0GAQ9rb8r3ep96HXBSDzIe8O Scale = 1:66.0 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 28 26 29 27 30 4x6 3- 0 - 0 13-0-0 13-0-0 -1-7-4 1-7-4 6-6-0 6-6-0 13-0-0 6-6-0 14-7-4 1-7-4 4- 2 - 1 4 11 - 9 - 1 4 4- 2 - 1 4 14.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.38 0.10 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.00 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 134 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 6-20,5-21,8-18,9-17: 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 5-21, 9-17 JOINTS 1 Brace at Jt(s): 25, 26, 27, 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 20, 22, 23, 18, 16, 15 except 24=-288(LC 4), 14=-288(LC 4), 21=-155(LC 4), 17=-155(LC 4) Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 17, 16, 15, 19 except 24=301(LC 6), 14=301(LC 6), 20=384(LC 4), 18=384(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-302/353, 2-3=-90/316, 3-4=-98/294, 4-5=-154/368, 5-6=-251/510, 6-7=-211/380, 7-8=-211/380, 8-9=-251/510, 9-10=-154/368, 10-11=-98/294, 11-12=-90/316, 12-14=-302/353 WEBS 7-25=-380/179, 20-28=-367/108, 26-28=-374/110, 18-29=-367/108, 27-29=-374/110 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 22, 23, 18, 16, 15 except (jt=lb) 24=288, 14=288, 21=155, 17=155. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss PB1 Truss Type GABLE Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790712 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:37 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-rXoskkq33BfvhxcemyR0GAQDXb9?3oQ96HXBSDzIe8O Scale = 1:30.6 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 2 3 4 5 6 10 9 8 1 7 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-7 0-0-7 7-7-15 7-7-8 7-8-6 0-0-7 3-10-3 3-10-3 7-8-6 3-10-3 -0 - 0 - 4 4- 5 - 1 0 4- 5 - 1 4 0- 1 - 2 0- 1 - 1 0 14.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.03 0.05 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: 51 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 7-8-6. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9 except 1=-101(LC 8), 7=-101(LC 8), 10=-112(LC 4), 8=-112(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 1, 7, 2, 6 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) 2, 6, 9 except (jt=lb) 1=101, 7=101, 10=112, 8=112. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. May 8,2017 Job 1700428 Truss PB2 Truss Type SPECIAL Qty 8 Ply 1 MARKHAM C Job Reference (optional) I29790713 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:38 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-JkMEy4rhqVnmI5BrJgyFoNzLO?UBoFrJLxGl_gzIe8N Scale = 1:29.9 1 2 3 4 5 6 4x6 2x4 2x4 2x4 0-0-7 0-0-7 7-7-15 7-7-8 7-8-6 0-0-7 3-10-3 3-10-3 7-8-6 3-10-3 0- 5 - 1 0 4- 4 - 4 0- 1 - 1 0 0- 5 - 1 0 0- 1 - 1 0 14.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.26 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=188/6-7-15, 4=188/6-7-15, 6=192/6-7-15 Max Uplift 2=-51(LC 4), 4=-51(LC 4) Max Grav 2=217(LC 8), 4=217(LC 8), 6=203(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) 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. May 8,2017 Job 1700428 Truss V1 Truss Type VALLEY Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790714 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:38 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-JkMEy4rhqVnmI5BrJgyFoNzMy?T0oDJJLxGl_gzIe8N Scale: 3/16"=1' 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 14-5-6 14-5-6 7-2-11 7-2-11 14-5-6 7-2-11 9- 7 - 1 0 16.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.23 0.17 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 62 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-5-6. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-256(LC 4), 6=-256(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=493(LC 7), 6=493(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-410/296, 4-6=-410/296 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 9=256, 6=256. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss V2 Truss Type VALLEY Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790715 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:41 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-kJ1Na6ta7Q9KAYwQ?oVyQ0bsTCVm?Zxl1vVPb?zIe8K Scale = 1:52.7 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-8-6 12-8-6 6-4-3 6-4-3 12-8-6 6-4-3 8- 5 - 1 0 16.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-13], [4:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.10 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: 52 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-8-6. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-244(LC 4), 6=-244(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=451(LC 7), 6=451(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-384/285, 4-6=-384/285 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=244, 6=244. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss V3 Truss Type VALLEY Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790716 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:42 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-CVblnSuCukHBniVcYW0BzD81mcr?k1dvGZEy7RzIe8J Scale = 1:45.7 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 10-11-6 10-11-6 5-5-11 5-5-11 10-11-6 5-5-11 7- 3 - 1 0 16.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-13], [4:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.24 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 10-11-6. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 1=-126(LC 5), 5=-126(LC 5), 8=-260(LC 4), 6=-260(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=459(LC 7), 6=459(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-406/311, 4-6=-406/311 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 1, 126 lb uplift at joint 5, 260 lb uplift at joint 8 and 260 lb uplift at joint 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. May 8,2017 Job 1700428 Truss V4 Truss Type VALLEY Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790717 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:42 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-CVblnSuCukHBniVcYW0BzD8y6cq4k1svGZEy7RzIe8J Scale = 1:42.1 1 2 3 42x8 4x6 2x8 2x4 9-2-6 9-2-6 4-7-3 4-7-3 9-2-6 4-7-3 6- 1 - 1 0 16.00 12 Plate Offsets (X,Y)-- [1:0-4-6,0-1-0], [3:0-4-6,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.54 0.16 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=207/9-2-6, 3=207/9-2-6, 4=276/9-2-6 Max Uplift 1=-39(LC 4), 3=-39(LC 4), 4=-11(LC 4) Max Grav 1=232(LC 7), 3=232(LC 7), 4=310(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 1, 39 lb uplift at joint 3 and 11 lb uplift at joint 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss V5 Truss Type VALLEY Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790718 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:43 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-gh97?ovqf1P2Ps4o6DXQVRg7q0A3TVv2VD_WgtzIe8I Scale = 1:32.7 1 2 3 42x4 4x6 2x4 2x4 7-5-6 7-5-6 3-8-11 3-8-11 7-5-6 3-8-11 4- 1 1 - 1 0 16.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.54 0.18 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: 27 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=176/7-5-6, 3=176/7-5-6, 4=198/7-5-6 Max Uplift 1=-55(LC 4), 3=-55(LC 4) Max Grav 1=208(LC 7), 3=208(LC 7), 4=209(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 1 and 55 lb uplift at joint 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss V6 Truss Type VALLEY Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790719 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:43 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-gh97?ovqf1P2Ps4o6DXQVRgBj0BITVK2VD_WgtzIe8I Scale = 1:26.9 1 2 3 42x4 4x6 2x4 2x4 5-8-6 5-8-6 2-10-3 2-10-3 5-8-6 2-10-3 3- 9 - 1 0 16.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.29 0.10 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: 20 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-6 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=131/5-8-6, 3=131/5-8-6, 4=147/5-8-6 Max Uplift 1=-45(LC 4), 3=-45(LC 4) Max Grav 1=157(LC 7), 3=157(LC 7), 4=156(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 1 and 45 lb uplift at joint 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss V7 Truss Type VALLEY Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790720 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:44 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-8ujVC7wSQLXv10f?gw3f2eDP9QYPCylBjtj3CJzIe8H Scale: 3/4"=1' 1 2 3 4 2x4 4x6 2x4 2x4 3-11-6 3-11-6 1-11-11 1-11-11 3-11-6 1-11-11 2- 7 - 1 0 16.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.12 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 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=86/3-11-6, 3=86/3-11-6, 4=97/3-11-6 Max Uplift 1=-30(LC 4), 3=-30(LC 4) Max Grav 1=103(LC 7), 3=103(LC 7), 4=102(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 1 and 30 lb uplift at joint 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss V8 Truss Type VALLEY Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790721 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:44 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-8ujVC7wSQLXv10f?gw3f2eDQaQYQCyyBjtj3CJzIe8H Scale = 1:10.2 1 2 3 2x4 3x6 2x4 2-2-6 2-2-6 1-1-3 1-1-3 2-2-6 1-1-3 1- 5 - 1 0 16.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.04 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 = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-6 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=65/2-2-6, 3=65/2-2-6 Max Uplift 1=-11(LC 4), 3=-11(LC 4) Max Grav 1=74(LC 7), 3=74(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1 and 11 lb uplift at joint 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss V9 Truss Type VALLEY Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790722 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:44 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-8ujVC7wSQLXv10f?gw3f2eDK9QWZCyKBjtj3CJzIe8H Scale = 1:28.8 1 2 3 42x4 4x6 2x4 2x4 7-1-13 7-1-13 3-6-14 3-6-14 7-1-13 3-6-14 4- 2 - 1 14.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.44 0.16 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=162/7-1-13, 3=162/7-1-13, 4=197/7-1-13 Max Uplift 1=-51(LC 4), 3=-51(LC 4) Max Grav 1=192(LC 7), 3=192(LC 7), 4=206(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 1 and 51 lb uplift at joint 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss V10 Truss Type VALLEY Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790723 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:39 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-owwc9QsJbpvcwFm1tNTULbWX6PphXhPSab0IX6zIe8M Scale = 1:21.5 1 2 3 42x4 4x6 2x4 2x4 5-1-13 5-1-13 2-6-14 2-6-14 5-1-13 2-6-14 3- 0 - 1 14.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.20 0.08 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-13 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=112/5-1-13, 3=112/5-1-13, 4=137/5-1-13 Max Uplift 1=-39(LC 4), 3=-39(LC 4) Max Grav 1=135(LC 7), 3=135(LC 7), 4=144(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss V11 Truss Type VALLEY Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790724 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:39 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-owwc9QsJbpvcwFm1tNTULbWaMPpDXhjSab0IX6zIe8M Scale: 1"=1' 1 2 3 2x4 3x6 2x4 3-1-13 3-1-13 1-6-14 1-6-14 3-1-13 1-6-14 1- 1 0 - 1 14.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.11 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: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-13 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=101/3-1-13, 3=101/3-1-13 Max Uplift 1=-18(LC 4), 3=-18(LC 4) Max Grav 1=115(LC 7), 3=115(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss V13 Truss Type VALLEY Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790725 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:40 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-G6T?MmtyM61TYPLDR5_jto2jEp8WG7mcpFls3YzIe8L Scale = 1:30.2 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 5x6 2x4 2x4 2x4 2x4 15-10-12 15-10-12 7-11-6 7-11-6 15-10-12 7-11-6 4- 7 - 1 0 7.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.17 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 15-10-12. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=260(LC 1), 8=406(LC 11), 6=407(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-319/113, 4-6=-319/113 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. May 8,2017 Job 1700428 Truss V14 Truss Type VALLEY Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790726 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:40 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-G6T?MmtyM61TYPLDR5_jto2cMp7HG7dcpFls3YzIe8L Scale = 1:22.8 1 2 3 4 5 6 3x4 4x6 3x4 2x4 11-10-12 11-10-12 5-11-6 5-11-6 11-10-12 5-11-6 3- 5 - 1 0 7.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.62 0.25 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: 31 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=204/11-10-12, 3=204/11-10-12, 4=457/11-10-12 Max Uplift 1=-29(LC 6), 3=-29(LC 6), 4=-9(LC 6) Max Grav 1=230(LC 11), 3=230(LC 11), 4=497(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-327/72 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss V15 Truss Type VALLEY Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790727 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:41 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-kJ1Na6ta7Q9KAYwQ?oVyQ0bqFCUf?bal1vVPb?zIe8K Scale: 3/4"=1' 1 2 3 4 5 6 2x4 4x6 2x4 2x4 7-10-12 7-10-12 3-11-6 3-11-6 7-10-12 3-11-6 2- 3 - 1 0 7.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.35 0.17 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=142/7-10-12, 3=142/7-10-12, 4=262/7-10-12 Max Uplift 1=-29(LC 6), 3=-29(LC 6) Max Grav 1=163(LC 11), 3=163(LC 11), 4=281(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 Job 1700428 Truss V16 Truss Type VALLEY Qty 1 Ply 1 MARKHAM C Job Reference (optional) I29790728 8.030 s Jan 23 2017 MiTek Industries, Inc. Mon May 08 07:00:41 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-kJ1Na6ta7Q9KAYwQ?oVyQ0bvvCU9?bDl1vVPb?zIe8K Scale = 1:8.4 1 2 3 2x4 3x6 2x4 3-10-12 3-10-12 1-11-6 1-11-6 3-10-12 1-11-6 1- 1 - 1 0 7.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.05 0.14 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: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-12 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=113/3-10-12, 3=113/3-10-12 Max Uplift 1=-13(LC 6), 3=-13(LC 6) Max Grav 1=126(LC 11), 3=126(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. May 8,2017 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 P R O D U C T C O D E A P P R O V A L S J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 W E B S e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s .