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Home My WebLink About17030177 Truss Plans (2)Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Carter Components-Pittsboro, IN. Liu, Xuegang Pages or sheets covered by this seal: I29546984 thru I29547073 My license renewal date for the state of Indiana is July 31, 2018. A 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: 17010206 Drake Residence 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. April 12,2017 Job A Truss A1 Truss Type Piggyback Base Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546984 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:47 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-XUZpw_LRFKoWKibWly9UeRdtyRw7b3SPROdZCWzRSaw Scale = 1:67.2 12 3 4 5 6 7 8 9 10 13 12 11 20 21 22 23 24 25 3x6 5x6 6x8 3x6 6x8 3x6 2x4 5x8 3x4 2x4 6x8 11-0-0 11-0-0 18-4-0 7-4-0 29-4-0 11-0-0 -0-11-0 0-11-0 5-6-7 5-6-7 11-0-0 5-5-9 18-4-0 7-4-0 23-9-9 5-5-9 29-4-0 5-6-7 30-3-0 0-11-0 0-7-1011-7-100-7-1011-7-1012.00 12 Plate Offsets (X,Y)-- [2:0-4-1,Edge], [2:0-0-7,0-3-4], [2:0-0-4,0-0-9], [5:0-4-4,0-1-12], [6:0-6-4,0-1-12], [9:0-0-4,0-0-9], [9:0-0-7,0-3-4], [9:0-4-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.53 0.77 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.82 0.04 (loc) 11-19 11-19 2 l/defl >999 >430 n/a L/d 240 180 n/a PLATES MT20 Weight: 142 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x8 SP No.1, Right: 2x8 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except 2-0-0 oc purlins (5-7-14 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1228/0-3-8, 9=1228/0-3-8 Max Horz 2=331(LC 6) Max Uplift 2=-145(LC 7), 9=-145(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1376/249, 3-5=-1161/297, 5-6=-735/283, 6-8=-1161/297, 8-9=-1376/249 BOT CHORD 2-13=-250/911, 11-13=-53/734, 9-11=-44/911 WEBS 3-13=-257/230, 5-13=-49/449, 6-11=-63/449, 8-11=-257/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-0-0, Exterior(2) 11-0-0 to 22-6-15, Interior(1) 22-6-15 to 30-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=145, 9=145. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AA1 Truss Type Half Hip Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546985 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:48 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-?g6C7JM40ewMysAiJfgjBeA47rIIKXcZf2M7lyzRSav Scale = 1:59.6 1 2 3 4 5 8 7 6 9 10 11 12 13 4x5 3x6 2x4 5x6 3x4 3x10 4x5 4-8-0 4-8-0 14-3-8 9-7-8 -0-11-0 0-11-0 4-8-0 4-8-0 9-4-0 4-8-0 14-3-8 4-11-8 5-11-410-7-412.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [3:0-3-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.44 0.65 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.55 -0.01 (loc) 6-7 6-7 6 l/defl >763 >304 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-8: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 7-8-11 oc bracing. WEBS 1 Row at midpt 5-6, 3-7, 4-7, 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=626/0-3-8, 6=558/0-3-8 Max Horz 8=404(LC 6) Max Uplift 8=-89(LC 5), 6=-245(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-362/163, 2-8=-610/204 BOT CHORD 7-8=-533/309, 6-7=-261/173 WEBS 4-6=-392/369, 2-7=-134/309 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-8-0, Exterior(2) 4-8-0 to 8-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 6=245. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss ABB1 Truss Type GABLE Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546986 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:48 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-?g6C7JM40ewMysAiJfgjBeA_KrSWKTxZf2M7lyzRSav Scale = 1:52.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 4x10 MT18H 5x10 6x8 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 14-3-8 14-3-8 -0-11-0 0-11-0 2-8-0 2-8-0 14-3-8 11-7-8 5-11-48-7-412.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-1-12], [24:0-6-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.81 0.06 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 2 15 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 MT18H Weight: 226 lb FT = 20% GRIP 174/144 174/144 LUMBER- TOP CHORD 1-1/2" x 11-7/8" VERSA-LAMﬁ 1.7 2400 DF *Except* 5-14: 2x10 SP 2400F 2.0E BOT CHORD 1-1/2" x 11-7/8" VERSA-LAMﬁ 1.7 2400 DF WEBS 2x4 SPF 2100F 1.8E *Except* 14-15: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 3-25: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-14. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 25-26,24-25. WEBS 1 Row at midpt 14-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-3-8. (lb) - Max Horz 26=303(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 19, 20, 21, 22 except 26=-655(LC 5), 15=-214(LC 6), 16=-231(LC 5), 23=-222(LC 5), 24=-386(LC 6), 25=-737(LC 6) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22 except 26=894(LC 6), 23=296(LC 6), 24=290(LC 5), 25=550(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-431/220, 2-3=-407/212, 3-4=-309/192, 4-5=-76/341 WEBS 6-23=-528/257, 4-24=-346/821 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -0-11-0 to 2-1-1, Exterior(2) 2-1-1 to 2-8-0, Corner(3) 2-8-0 to 5-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x10 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) 17, 18, 19, 20, 21, 22 except (jt=lb) 26=655, 15=214, 16=231, 23=222, 24=386, 25=737. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AC1 Truss Type Scissor Qty 5 Ply 1 17010206 Drake Residence Job Reference (optional) I29546987 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:49 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-TsgaLfNiny2Da0kusNByjsiHxFha3zxiui6gHOzRSau Scale = 1:46.5 1 2 3 4 5 6 7 817 18 19 20 21 22 5x8 3x4 5x8 5x8 3x4 4x5 6-8-0 6-8-0 13-4-0 6-8-0 -0-11-0 0-11-0 6-8-0 6-8-0 13-4-0 6-8-0 14-3-0 0-11-0 0-7-107-3-100-7-103-2-412.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-2-0], [6:0-1-4,0-2-7], [8:0-3-15,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.31 0.45 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.13 -0.17 0.09 (loc) 8-15 8-15 6 l/defl >999 >938 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=588/0-3-8, 6=588/0-3-8 Max Horz 2=201(LC 6) Max Uplift 2=-100(LC 7), 6=-100(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-842/41, 4-6=-842/78 BOT CHORD 2-8=-48/618, 6-8=-26/618 WEBS 4-8=0/683 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-8-0, Exterior(2) 6-8-0 to 9-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 2, 6 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 capable of withstanding 100 lb uplift at joint(s) 2, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss ADB1 Truss Type GABLE COMMON Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546988 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:50 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-x3EyY?OKYFA4BAJ4Q4jBG3FVDf76oTbr7MrDprzRSat Scale = 1:43.7 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 4x5 3x4 3x4 5x6 3x4 3x4 6-8-0 6-8-0 13-4-0 6-8-0 -0-11-0 0-11-0 6-8-0 6-8-0 13-4-0 6-8-0 14-3-0 0-11-0 0-7-107-3-100-7-103-2-412.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-0-7], [12:0-1-3,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.08 0.05 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-9-12, Right 2x4 SPF Stud 1-9-12 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 13-4-0. (lb) - Max Horz 2=210(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 12, 18, 19, 16, 15 except 2=-152(LC 5), 20=-149(LC 7), 14=-142(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2, 12, 18, 19, 20, 16, 15, 14 except 17=398(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-17=-252/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-8-0, Exterior(2) 6-8-0 to 9-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 18, 19, 16, 15 except (jt=lb) 2=152, 20=149, 14=142. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 17, 18, 19, 20, 16, 15, 14. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AE1 Truss Type Piggyback Base Qty 2 Ply 1 17010206 Drake Residence Job Reference (optional) I29546989 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:50 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-x3EyY?OKYFA4BAJ4Q4jBG3FRxf3qoRXr7MrDprzRSat Scale = 1:31.2 1 2 3 4 5 6 7 14 13 12 11 10 9 8 18 19 20 21 5x8 3x4 3x6 2x4 3x6 5x10 2x4 2x4 3x6 3x4 5x12 3x4 3x4 1-2-3 1-2-3 2-3-8 1-1-5 4-4-8 2-1-0 9-1-0 4-8-8 11-4-0 2-3-0 -0-11-0 0-11-0 1-2-3 1-2-3 2-3-8 1-1-5 4-4-8 2-1-0 9-1-0 4-8-8 11-4-0 2-3-0 0-7-105-0-21-0-012.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-3-3], [2:0-0-7,0-0-7], [5:0-6-4,0-1-12], [10:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.35 0.26 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.03 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-13,6-9: 2x4 SPF Stud WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-8-3 oc bracing: 11-12. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=445/0-3-0, 2=505/0-3-8 Max Horz 2=190(LC 6) Max Uplift 8=-109(LC 6), 2=-94(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-462/93, 3-4=-778/305, 4-5=-512/131, 7-8=-421/196 BOT CHORD 2-14=-256/279, 11-12=-461/578, 10-11=-226/329, 6-10=-295/169 WEBS 3-14=-324/259, 12-14=-364/389, 3-12=-204/301, 4-11=-300/275, 5-11=-65/282, 7-10=-213/482 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-12, Interior(1) 2-1-12 to 4-4-8, Exterior(2) 4-4-8 to 8-7-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 8=109. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AE2 Truss Type Piggyback Base Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546990 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:51 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-PFoKlLPyJZIxpJuH_oEQpHoVD3NlXs5?L0bnLHzRSas Scale = 1:31.2 1 2 3 4 6 5 10 11 12 13 14 5x8 2x4 3x10 2x4 3x4 4-4-8 4-4-8 11-4-0 6-11-8 -0-11-0 0-11-0 4-4-8 4-4-8 11-4-0 6-11-8 0-7-105-0-212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-13,0-3-3], [2:0-0-7,0-0-7], [3:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.83 0.41 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 -0.01 (loc) 5-6 5-6 2 l/defl >999 >786 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-5: 2x4 SPF No.2 WEDGE Left: 2x6 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 (9-0-12 max.): 3-4. 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=505/0-3-8, 5=445/0-3-0 Max Horz 2=190(LC 6) Max Uplift 2=-94(LC 7), 5=-109(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-480/110 BOT CHORD 2-6=-180/266, 5-6=-178/271 WEBS 3-6=0/282, 3-5=-330/153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-4-8, Exterior(2) 4-4-8 to 8-7-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 5=109. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AF1 Truss Type Monopitch Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546991 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:51 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-PFoKlLPyJZIxpJuH_oEQpHoY83OlXrR?L0bnLHzRSas Scale = 1:65.6 1 2 3 4 6 5 10 11 123x6 2x4 3x6 3x6 2x4 3x6 5-6-11 5-6-11 11-4-0 5-9-5 5-6-11 5-6-11 11-4-0 5-9-5 0-7-1011-11-1012.00 12 Plate Offsets (X,Y)-- [1:0-0-7,0-0-7], [1:0-0-13,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.58 0.34 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.07 -0.01 (loc) 6-9 5-6 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2, 2-6: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=444/0-3-8, 5=444/0-3-0 Max Horz 1=430(LC 6) Max Uplift 1=-10(LC 5), 5=-214(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-457/125, 2-4=-325/219, 4-5=-178/266 BOT CHORD 1-6=-290/260, 5-6=-290/260 WEBS 2-6=0/264, 2-5=-378/237 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 5=214. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AG1 Truss Type Piggyback Base Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546992 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:52 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-tRMizhPa4tQoRTTTYVlfLUKgzSjxGJG8agKKujzRSar Scale = 1:30.9 1 2 3 5 4 9 10 11 12 13 5x8 2x4 2x4 3x4 3x10 4-4-8 4-4-8 11-4-0 6-11-8 4-4-8 4-4-8 11-4-0 6-11-8 0-7-105-0-212.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [1:0-0-13,0-3-3], [1:0-0-7,0-0-7], [2:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.83 0.41 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 -0.01 (loc) 4-5 4-5 1 l/defl >999 >791 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-4: 2x4 SPF No.2 WEDGE Left: 2x6 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 (9-0-12 max.): 2-3. 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)4=447/0-3-0, 1=447/0-3-8 Max Horz 1=175(LC 6) Max Uplift 4=-109(LC 6), 1=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-484/117 BOT CHORD 1-5=-181/270, 4-5=-180/275 WEBS 2-5=0/283, 2-4=-335/155 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-4-8, Exterior(2) 4-4-8 to 8-7-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=109. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AH1 Truss Type Piggyback Base Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546993 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:52 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-tRMizhPa4tQoRTTTYVlfLUKf?Sj3GMJ8agKKujzRSar Scale = 1:30.9 1 2 3 4 8 7 6 5 9 10 11 12 2x4 3x4 4x5 4x5 2x4 3x4 3x10 3x4 1-2-8 1-2-8 4-4-8 3-2-0 11-4-0 6-11-8 1-2-8 1-2-8 4-4-8 3-2-0 11-4-0 6-11-8 1-10-25-0-212.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.89 0.40 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 -0.00 (loc) 5-6 5-6 5 l/defl >999 >779 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-15 max.): 1-2, 3-4. 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)8=442/Mechanical, 5=442/0-3-0 Max Horz 8=178(LC 6) Max Uplift 8=-52(LC 7), 5=-109(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-410/108, 2-3=-421/95, 3-4=-259/110, 4-5=-387/193 BOT CHORD 7-8=-258/140, 6-7=-266/260 WEBS 1-7=-103/439, 2-7=-388/96, 4-6=-144/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 1-2-8, Interior(1) 1-2-8 to 4-4-8, Exterior(2) 4-4-8 to 7-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 5=109. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AI1 Truss Type Piggyback Base Qty 3 Ply 1 17010206 Drake Residence Job Reference (optional) I29546994 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:53 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-Mew4A1QCrAYf2d2f5DGuuity8s6r?oNIpK4uQAzRSaq Scale = 1:30.9 1 2 3 4 5 12 11 10 9 8 7 6 13 14 15 16 17 3x6 5x8 3x4 2x4 3x6 5x10 2x4 2x4 3x4 3x4 3x4 5x8 2-0-8 2-0-8 4-1-8 2-1-0 8-10-0 4-8-8 11-1-0 2-3-0 2-0-8 2-0-8 4-1-8 2-1-0 8-10-0 4-8-8 11-1-0 2-3-0 0-10-105-0-21-0-012.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [8:0-2-12,0-2-0], [10:0-5-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.36 0.24 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.02 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-11,4-7: 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11-0 oc bracing: 9-10. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)6=432/0-3-0, 12=432/Mechanical Max Horz 12=180(LC 6) Max Uplift 6=-109(LC 6), 12=-49(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-649/273, 2-3=-479/137, 5-6=-407/198, 1-12=-404/177 BOT CHORD 9-10=-436/455, 8-9=-228/304, 4-8=-295/169 WEBS 3-9=-68/251, 5-8=-215/467, 10-12=-303/148, 1-10=-151/450 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-1-8, Exterior(2) 4-1-8 to 8-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 6=109. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AJ1 Truss Type Common Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546995 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:53 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-Mew4A1QCrAYf2d2f5DGuuitxPs40?m1IpK4uQAzRSaq Scale = 1:69.8 1 2 3 4 7 6 5 12 13 14 15 5x10 5x6 2x4 7x10 3x6 3x10 5-5-8 5-5-8 10-7-8 5-2-0 11-0-8 0-5-0 5-5-8 5-5-8 10-7-8 5-2-0 11-0-8 0-5-0 0-11-211-6-1011-1-1012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.40 0.36 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.06 -0.02 (loc) 6-10 5-6 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-6: 2x4 SPF Stud, 3-5: 2x6 SPF No.2 SLIDER Left 2x8 SP No.1 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. WEBS 1 Row at midpt 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=425/0-3-8, 5=450/0-3-0 Max Horz 5=484(LC 6) Max Uplift 1=-37(LC 5), 5=-273(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-411/159, 2-3=-267/217 BOT CHORD 1-6=-341/317, 5-6=-92/317 WEBS 2-5=-323/227 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-7-8, Exterior(2) 10-7-8 to 11-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 5=273. FULL BEARING UNDER THE LENGTH OF THE EXTENSION IS REQ’D. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AK1 Truss Type Hip Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546996 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:54 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-qqUTONRrcUgWgndsfwn7QvQ5OGT8kHMR2_pRyczRSap Scale = 1:38.0 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x5 4x5 8x10 8x10 4x5 4x5 4-6-0 4-6-0 5-6-0 1-0-0 10-0-0 4-6-0 -0-11-0 0-11-0 4-6-0 4-6-0 5-6-0 1-0-0 10-0-0 4-6-0 10-11-0 0-11-0 0-9-136-0-130-9-136-0-1314.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-12], [4:0-3-8,0-1-12], [7:Edge,0-6-11], [7:0-1-12,0-0-0], [10:0-1-12,0-0-0], [10:Edge,0-6-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.39 0.17 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 9-10 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=452/0-5-8, 7=452/0-5-8 Max Horz 10=193(LC 6) Max Uplift 10=-96(LC 7), 7=-96(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-370/130, 4-5=-370/130, 2-10=-410/179, 5-7=-410/179 BOT CHORD 9-10=-276/286 WEBS 2-9=-126/287, 5-8=-138/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-6-0, Exterior(2) 4-6-0 to 5-6-0, Interior(1) 9-10-4 to 10-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AK1G Truss Type Hip Girder Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546997 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:54 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-qqUTONRrcUgWgndsfwn7QvQ3IGTakH7R2_pRyczRSap Scale = 1:24.3 1 2 3 4 5 6 8 7 15 16 17 18 5x8 4x5 3x6 3x6 2x4 3x4 2-6-0 2-6-0 7-6-0 5-0-0 10-0-0 2-6-0 -0-11-0 0-11-0 2-6-0 2-6-0 7-6-0 5-0-0 10-0-0 2-6-0 10-11-0 0-11-0 0-9-133-8-130-9-133-8-1314.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-4-1], [2:0-0-9,0-0-7], [3:0-6-8,0-1-12], [4:0-3-8,0-1-12], [5:0-0-9,0-0-7], [5:0-1-1,0-4-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.52 0.14 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 0.00 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=619/0-5-8, 5=631/0-5-8 Max Horz 2=-99(LC 3) Max Uplift 2=-361(LC 5), 5=-383(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-606/403, 3-4=-369/320, 4-5=-622/432 BOT CHORD 2-8=-267/348, 7-8=-276/358, 5-7=-242/359 WEBS 3-8=-218/293, 4-7=-257/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=361, 5=383. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 lb down and 174 lb up at 2-6-0, 90 lb down and 97 lb up at 4-6-12, and 90 lb down and 97 lb up at 6-6-12, and 163 lb down and 174 lb up at 7-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 9-12=-20 Concentrated Loads (lb) Vert: 8=-117(F) 7=-117(F) 17=-53(F) 18=-53(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss ALB1 Truss Type GABLE Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546998 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:55 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-I01rbjSTNooNIxC2DdIMz7yMDgrgTlLbGeZ_U2zRSao Scale = 1:31.6 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 4x5 3x4 3x4 8-4-0 8-4-0 -0-11-0 0-11-0 4-2-0 4-2-0 8-4-0 4-2-0 9-2-8 0-10-8 0-7-104-9-100-7-1012.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-0-7], [2:0-0-13,0-3-3], [8:0-0-7,0-0-7], [8:0-0-13,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.02 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 8-4-0. (lb) - Max Horz 2=135(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -0-11-0 to 2-1-0, Exterior(2) 2-1-0 to 4-2-0, Corner(3) 4-2-0 to 7-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AMG1 Truss Type Common Girder Qty 1 Ply 2 17010206 Drake Residence Job Reference (optional) I29546999 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:56 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-mDbDp2S585xEv5nEnLpbWKVTM40ICz7kVIIY1VzRSan Scale = 1:32.7 1 2 3 4 11 12 13 14 15 5x10 5x10 5x10 5x6 4-2-0 4-2-0 8-4-0 4-2-0 4-2-0 4-2-0 8-4-0 4-2-0 0-7-104-9-100-7-1012.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-1], [3:Edge,0-0-1], [4:0-6-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.29 0.77 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 4-10 4-10 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=2376/0-3-8, 3=6196/0-3-8 Max Horz 1=-123(LC 3) Max Uplift 1=-522(LC 5), 3=-1388(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3433/803, 2-3=-3383/794 BOT CHORD 1-4=-512/2362, 3-4=-512/2362 WEBS 2-4=-1034/4502 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: 2x10 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=522, 3=1388. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb down and 27 lb up at 0-5-12, 116 lb down and 30 lb up at 2-5-12, and 116 lb down and 30 lb up at 4-5-12, and 7551 lb down and 1713 lb up at 6-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 5-8=-20 Concentrated Loads (lb) Vert: 7=-121(B) 13=-116(B) 14=-116(B) 15=-7551(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss ANB1 Truss Type GABLE Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547000 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:56 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-mDbDp2S585xEv5nEnLpbWKVVP4BYCCkkVIIY1VzRSan Scale = 1:22.6 1 2 3 4 5 6 7 12 11 10 9 8 3x10 4x5 3x10 2x4 2x4 2x4 2x4 2x4 5-0-0 5-0-0 -0-11-0 0-11-0 2-6-0 2-6-0 5-0-0 2-6-0 5-11-0 0-11-0 0-9-133-8-130-9-1314.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-12], [6:0-2-1,0-1-12], [6:0-5-0,0-0-12], [8:0-0-0,0-1-12], [12:0-0-0,0-1-12], [12:0-5-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 7 7 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 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 5-0-0. (lb) - Max Horz 12=119(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 12, 8, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 12, 8, 10, 11, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) automatic zone and C-C Corner(3) -0-11-0 to 2-1-0, Exterior(2) 2-1-0 to 2-6-0, Corner(3) 2-6-0 to 5-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8, 11, 9. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AOG1 Truss Type Common Girder Qty 1 Ply 2 17010206 Drake Residence Job Reference (optional) I29547001 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:57 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-EP9b0OTjuP35XEMRK2Lq2Y2i4TV3xeYtky25ZxzRSam Scale = 1:21.6 1 2 3 4 2x4 4x5 3x6 3x6 LUS26 LUS26 LUS26 2-6-0 2-6-0 5-0-0 2-6-0 2-6-0 2-6-0 5-0-0 2-6-0 0-9-133-8-130-9-1314.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-0-7], [1:0-1-1,0-4-1], [3:0-0-8,0-0-7], [3:0-1-1,0-4-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.04 0.09 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 4 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=822/0-3-8, 3=823/0-3-8 Max Horz 1=-90(LC 3) Max Uplift 1=-127(LC 5), 3=-127(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-498/127, 2-3=-498/127 BOT CHORD 1-4=-51/299, 3-4=-51/299 WEBS 2-4=-136/580 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) automatic zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=127, 3=127. 7) Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 0-6-12 from the left end to 4-6-12 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 5-8=-20 Concentrated Loads (lb) Vert: 4=-412(B) 7=-416(B) 10=-417(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AP1 Truss Type Monopitch Qty 3 Ply 1 17010206 Drake Residence Job Reference (optional) I29547002 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:57 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-EP9b0OTjuP35XEMRK2Lq2Y2VHTUaxbotky25ZxzRSam Scale = 1:55.6 1 2 3 5 4 6 7 2x4 2x4 5x6 3x6 4-5-8 4-5-8 -0-11-0 0-11-0 4-5-8 4-5-8 5-11-410-4-1212.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.86 0.19 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-4: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing. WEBS 1 Row at midpt 3-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=239/0-3-8, 4=159/0-3-8 Max Horz 5=388(LC 6) Max Uplift 5=-314(LC 5), 4=-462(LC 6) Max Grav 5=464(LC 6), 4=424(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-319/196, 3-4=-162/274, 2-5=-748/339 BOT CHORD 4-5=-577/293 WEBS 2-4=-293/764 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) automatic zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=314, 4=462. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AQ1 Truss Type Monopitch Qty 4 Ply 1 17010206 Drake Residence Job Reference (optional) I29547003 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:58 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-ibjzEkULfjBy9Owdums3blapxtpfg6k1ycne5NzRSal Scale = 1:27.3 1 2 3 4 8 9 2x4 2x4 3x6 4-0-0 4-0-0 -0-11-0 0-11-0 4-0-0 4-0-0 0-7-104-7-1012.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-0-7], [2:0-0-13,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.29 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.01 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=148/Mechanical, 2=216/0-3-8 Max Horz 2=168(LC 6) Max Uplift 4=-80(LC 6), 2=-33(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) automatic zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AQ2 Truss Type Monopitch Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547004 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:58 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-ibjzEkULfjBy9Owdums3blarsto5g611ycne5NzRSal Scale = 1:27.3 1 2 3 4 7 6 5 11 2x4 3x6 2x4 3x6 2x4 3x4 2-3-8 2-3-8 4-0-0 1-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 4-0-0 1-8-8 0-7-104-7-103-7-101-0-012.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-0-7], [2:0-0-13,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.17 0.30 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x4 SPF Stud WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=216/0-3-8, 5=148/Mechanical Max Horz 2=152(LC 6) Max Uplift 2=-30(LC 7), 5=-78(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) automatic zone and C-C Exterior(2) -0-11-0 to 2-1-12, Interior(1) 2-1-12 to 3-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AR1 Truss Type Monopitch Qty 3 Ply 1 17010206 Drake Residence Job Reference (optional) I29547005 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:58 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-ibjzEkULfjBy9Owdums3blarqto1g6p1ycne5NzRSal Scale = 1:26.3 1 2 3 6 5 4 11 3x10 2x4 6x8 3x6 2x4 3x4 2-0-8 2-0-8 3-9-0 1-8-8 2-0-8 2-0-8 3-9-0 1-8-8 0-10-104-7-103-7-101-0-012.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.17 0.30 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 -0.02 (loc) 10 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-6: 2x4 SPF Stud WEBS 2x4 SPF Stud SLIDER Left 2x8 SP No.1 1-9-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=136/Mechanical, 4=144/Mechanical Max Horz 1=131(LC 6) Max Uplift 1=-18(LC 5), 4=-85(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) automatic zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AS1 Truss Type Monopitch Qty 2 Ply 1 17010206 Drake Residence Job Reference (optional) I29547006 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:59 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-AnHMR4VzQ0JpmYVpSTNI7z70YHB5PZ_ABFXCepzRSak Scale = 1:21.9 1 2 3 4 5 12 2x4 2x4 3x10 5x6 3-4-15 3-4-15 -1-3-9 1-3-9 3-4-15 3-4-15 0-9-133-7-99.90 12 Plate Offsets (X,Y)-- [2:0-5-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.17 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.01 (loc) 5-10 5-10 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x8 SP No.1 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 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=92/Mechanical, 2=247/0-7-6 Max Horz 2=129(LC 6) Max Uplift 5=-60(LC 6), 2=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) automatic zone and C-C Exterior(2) -1-3-9 to 1-8-7, Interior(1) 1-8-7 to 3-3-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AT1 Truss Type Monopitch Qty 4 Ply 1 17010206 Drake Residence Job Reference (optional) I29547007 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:47:59 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-AnHMR4VzQ0JpmYVpSTNI7z70WHCAPYpABFXCepzRSak Scale = 1:22.9 1 2 3 5 4 2x4 4x5 8x10 2-6-0 2-6-0 -0-11-0 0-11-0 2-6-0 2-6-0 0-9-133-8-1314.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-0], [5:Edge,0-6-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.17 0.05 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 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)4=73/Mechanical, 5=167/0-5-8 Max Horz 5=142(LC 6) Max Uplift 4=-85(LC 6), 5=-39(LC 5) Max Grav 4=101(LC 5), 5=167(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-277/79 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss AU1 Truss Type Monopitch Qty 9 Ply 1 17010206 Drake Residence Job Reference (optional) I29547008 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:00 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-e_rkeQWbBKRgOi4?0BuXgAg1qhYH8wLKQvGlAGzRSaj Scale = 1:46.1 1 2 4 3 2x4 2x4 5x6 3x6 2-2-0 2-2-0 2-2-0 2-2-0 6-2-128-4-1212.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.78 0.06 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-3: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. WEBS 1 Row at midpt 2-3, 1-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=75/0-3-8, 3=75/0-3-8 Max Horz 4=-312(LC 5) Max Uplift 4=-586(LC 5), 3=-621(LC 6) Max Grav 4=624(LC 6), 3=637(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1090/646 BOT CHORD 3-4=-406/314 WEBS 1-3=-536/1023 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=586, 3=621. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss BB1 Truss Type GABLE Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546986 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:01 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-7AP6smWEyeZW0sfCZuPmDOCNv5uitSGTfZ0JiizRSai Scale = 1:67.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 49 50 3x6 3x6 3x6 5x6 5x6 3x6 5x6 29-4-0 29-4-0 -0-11-0 0-11-0 11-0-0 11-0-0 18-4-0 7-4-0 29-4-0 11-0-0 30-3-0 0-11-0 0-7-1011-7-100-7-1011-7-1012.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-0-7], [2:0-0-13,0-3-3], [4:0-3-0,0-3-0], [11:0-1-11,Edge], [17:0-1-11,Edge], [25:0-3-0,0-3-0], [26:0-0-13,0-3-3], [26:0-0-7,0-0-7], [37:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.11 0.05 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 27 27 26 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 255 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 7-44,6-45,5-46,4-47,3-48,21-32,22-31,23-30,24-29,25-28: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 11-17. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 14-38, 13-39, 12-40, 10-41, 9-42, 8-43, 15-37, 16-36, 18-35, 19-34, 20-33 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 29-4-0. (lb) - Max Horz 2=338(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 37, 36, 26, 34, 33, 32, 31, 30, 29, 28 except 2=-167(LC 5) Max Grav All reactions 250 lb or less at joint(s) 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 37, 36, 26, 35, 34, 33, 32, 31, 30, 29, 28 except 2=281(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-381/234, 3-4=-295/203, 9-10=-49/272, 18-19=-49/272, 25-26=-257/110 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -0-11-0 to 2-1-0, Exterior(2) 2-1-0 to 11-0-0, Corner(3) 11-0-0 to 21-4-0, Exterior(2) 21-4-0 to 30-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) 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) 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 37, 36, 26, 34, 33, 32, 31, 30, 29, 28 except (jt=lb) 2=167. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss C1 Truss Type Piggyback Base Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546987 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:02 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-bMzU36XsjxhNd0EO7bw?lblPyU1PcqRctDlsE8zRSah Scale = 1:75.2 1 2 3 4 5 6 7 8 9 101514131211 30 31 32 33 34 35 36 37 8x12 3x6 4x5 7x10 5x8 3x10 5x6 3x6 5x6 7x10 3x10 3x4 3x4 3x10 5x8 3x10 2-0-8 2-0-8 10-9-0 8-8-8 12-6-0 1-9-0 16-9-8 4-3-8 18-1-0 1-3-8 26-9-8 8-8-8 29-1-0 2-3-8 2-0-8 2-0-8 2-6-10 0-6-2 10-9-0 8-2-6 12-6-0 1-9-0 16-9-8 4-3-8 18-1-0 1-3-8 26-2-8 8-1-8 26-9-8 0-7-0 29-1-0 2-3-8 30-0-0 0-11-0 0-10-1011-7-100-7-101-3-81-0-01-0-011-7-1012.00 12 6.86 12 6.00 12 Plate Offsets (X,Y)-- [1:0-2-0,Edge], [4:0-3-11,Edge], [9:0-1-14,0-3-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.67 0.85 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.53 0.23 (loc) 14-15 14-15 9 l/defl >999 >652 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-16,17-18,19-20,11-21: 2x4 SPF Stud 1-15,9-11: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-15,7-11: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, except 2-0-0 oc purlins (5-8-15 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. WEBS 1 Row at midpt 3-14, 7-12, 4-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1162/0-3-8, 9=1219/0-3-8 Max Horz 1=-344(LC 5) Max Uplift 1=-104(LC 7), 9=-144(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2317/301, 3-4=-1296/256, 4-5=-799/280, 5-7=-1303/251, 7-9=-2389/319 BOT CHORD 14-15=-504/1480, 12-14=-163/793, 11-12=-195/1562, 1-15=-549/1715, 9-11=-161/1836 WEBS 3-14=-716/375, 4-14=0/438, 5-12=0/452, 7-12=-797/316, 3-15=-127/766, 7-11=0/789 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-9-0, Exterior(2) 10-9-0 to 22-3-15, Interior(1) 22-3-15 to 30-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 1, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=104, 9=144. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss DG1 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 4 17010206 Drake Residence Job Reference (optional) I29547011 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:04 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-Xl4FUoZ6FZx5tJOnF0zTq0qlZIhh4eQvLXEzJ1zRSaf Scale = 1:87.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 38 39 40 41 42 43 44 45 46 47 48 49 50 5x8 10x14 MT18H 10x14 MT18H 3x6 3x6 5x8 2x4 2x4 2x4 2x4 4x6 3x6 5x8 7x10 5x6 5x10 4x5 3x10 4x6 5x10 5x10 5x10 3x10 4x6 3x10 4x6 5x6 7x10 5x6 HGUS26-2 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS260-10-0 0-10-0 2-0-8 1-2-8 6-4-12 4-4-4 10-9-0 4-4-4 12-6-0 1-9-0 14-7-12 2-1-12 16-9-8 2-1-12 18-1-0 1-3-8 22-5-4 4-4-4 26-9-8 4-4-4 28-0-0 1-2-8 29-1-0 1-1-0 0-10-0 0-10-0 2-0-8 1-2-8 6-4-12 4-4-4 10-9-0 4-4-4 12-6-0 1-9-0 14-7-12 2-1-12 16-9-8 2-1-12 18-1-0 1-3-8 22-5-4 4-4-4 26-9-8 4-4-4 28-0-0 1-2-8 29-1-0 1-1-0 30-0-0 0-11-0 0-10-1011-7-100-7-101-0-011-7-1012.00 12 Plate Offsets (X,Y)-- [5:1-0-4,0-1-12], [9:1-0-4,0-1-12], [12:0-1-4,0-1-12], [14:0-1-10,0-1-10], [18:0-6-0,0-3-8], [21:0-3-8,0-2-8], [25:0-3-8,0-2-8], [28:0-6-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.66 0.93 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.29 0.28 (loc) 19-20 19-20 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 1066 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-29,25-28,22-24: 2x6 SPF No.2, 18-21: 2x6 SP 2400F 2.0E 14-17: 2x8 SP No.1 WEBS 2x4 SPF Stud *Except* 2-28,5-26,5-25,7-25,7-23,7-21,9-21,9-20,13-18: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 0-11-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 27-28 6-0-0 oc bracing: 24-25. REACTIONS.(lb/size)1=7561/Mechanical, 14=8186/0-3-8 Max Horz 1=-344(LC 3) Max Uplift 1=-1685(LC 5), 14=-1261(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5232/1193, 2-3=-16480/3869, 3-4=-10781/2325, 4-5=-8314/1712, 5-6=-6047/1261, 6-7=-6038/1258, 7-8=-6018/1144, 8-9=-6027/1144, 9-10=-8372/1482, 10-12=-11157/1714, 12-13=-19124/2751, 13-14=-8555/1276 BOT CHORD 1-30=-1106/3971, 29-30=-224/961, 28-29=-235/1106, 3-28=-1509/5148, 27-28=-3227/12300, 26-27=-1778/7595, 25-26=-1213/5831, 23-24=-77/507, 22-23=-139/488, 20-21=-971/5873, 19-20=-1096/7864, 18-19=-1990/14143, 17-18=-251/1788, 12-18=-952/7276, 16-17=-214/1425, 14-16=-764/5497 WEBS 2-30=-6231/1601, 28-30=-1481/5122, 2-28=-1878/7567, 3-27=-4868/1494, 4-27=-1110/3794, 4-26=-2994/984, 5-26=-1117/4411, 5-25=-209/1274, 23-25=-1115/5873, 7-25=-664/1500, 7-23=-3115/603, 21-23=-1046/5896, 7-21=0/1393, 9-21=-502/1182, 9-20=-601/4498, 10-20=-3369/531, 10-19=-479/4311, 12-19=-6497/1034, 16-18=-815/6021, 13-18=-1144/8140, 13-16=-7265/1011 NOTES- 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss DG1 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 4 17010206 Drake Residence Job Reference (optional) I29547011 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:04 2017 Page 2 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-Xl4FUoZ6FZx5tJOnF0zTq0qlZIhh4eQvLXEzJ1zRSaf NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1685, 14=1261. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 3-10-8 from the left end to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 5-9-12 from the left end to 15-9-12 to connect truss(es) to back face of bottom chord. 13) Use Simpson Strong-Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-9-12 from the left end to 25-9-12 to connect truss(es) to back face of bottom chord. 14) Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 27-9-12 from the left end to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-9=-60, 9-15=-60, 29-31=-20, 25-28=-20, 22-24=-20, 18-21=-20, 17-35=-20 Concentrated Loads (lb) Vert: 20=-1068(B) 16=-422(B) 40=-1183(B) 41=-1073(B) 42=-1070(B) 43=-1072(B) 44=-1068(B) 45=-1068(B) 46=-1068(B) 47=-1068(B) 48=-1068(B) 49=-1068(B) 50=-1068(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job A Truss DTB1 Truss Type GABLE Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547012 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:05 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-?xedi7Zk0s3yVTzzokUiNENsqi5mpAN3ZB_WrTzRSae Scale = 1:78.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 1734 35 3x6 7x10 5x12 5x8 5x12 7x10 7x10 6x8 6x8 3x6 5-1-12 5-1-12 16-10-4 11-8-8 22-0-0 5-1-12 -0-11-0 0-11-0 5-1-12 5-1-12 7-7-2 2-5-6 11-0-0 3-4-14 14-4-14 3-4-14 16-10-4 2-5-6 22-0-0 5-1-12 22-11-0 0-11-0 2-1-813-1-82-1-812.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-12], [3:0-6-0,0-3-4], [3:0-0-0,0-2-12], [9:0-6-0,0-3-4], [9:0-0-0,0-2-12], [10:0-3-8,0-1-12], [13:0-3-8,0-4-12], [15:0-3-8,0-4-12], [23:0-2-8,0-0-0], [31:0-2-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.95 0.68 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.25 -0.47 0.01 -0.13 (loc) 13-15 13-15 12 13-15 l/defl >999 >551 n/a 1048 L/d 240 180 n/a 360 PLATES MT20 Weight: 214 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP No.1 WEBS 2x4 SPF Stud *Except* 5-7,4-15,8-13: 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. JOINTS 1 Brace at Jt(s): 17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)16=1642/0-3-8, 12=1642/0-3-8 Max Horz 16=393(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1696/0, 4-5=-1021/142, 7-8=-1021/142, 8-10=-1696/0, 2-16=-1701/5, 10-12=-1701/5 BOT CHORD 15-16=-381/429, 13-15=0/1033 WEBS 5-17=-1154/175, 7-17=-1154/175, 4-15=-30/802, 8-13=-29/802, 2-15=0/907, 10-13=0/907 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -0-11-0 to 2-1-0, Exterior(2) 2-1-0 to 11-0-0, Corner(3) 11-0-0 to 14-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17; Wall dead load (5.0psf) on member(s).4-15, 8-13 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 9) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss DUG1 Truss Type ATTIC Qty 2 Ply 2 17010206 Drake Residence Job Reference (optional) I29547013 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:06 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-T8C?vTaMnABp6dY9MR?xvRv1F6ROYeOCorj4NvzRSad Scale = 1:78.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 3x6 7x10 5x8 5x6 5x8 2x4 2x4 7x10 2x4 7x10 2x4 6x8 6x8 2x4 3x6 5-1-12 5-1-12 16-10-4 11-8-8 22-0-0 5-1-12 -0-11-0 0-11-0 5-1-12 5-1-12 7-7-2 2-5-6 11-0-0 3-4-14 14-4-14 3-4-14 16-10-4 2-5-6 22-0-0 5-1-12 22-11-0 0-11-0 2-1-813-1-82-1-812.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-12], [10:0-3-8,0-1-12], [13:0-3-8,0-4-12], [15:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 3-6-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.91 0.65 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.22 -0.41 0.01 -0.12 (loc) 13-15 13-15 12 13-15 l/defl >999 >629 n/a 1198 L/d 240 180 n/a 360 PLATES MT20 Weight: 374 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP No.1 WEBS 2x4 SPF Stud *Except* 5-7,4-15,8-13: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 2, 10, 17 REACTIONS.(lb/size)16=2873/0-3-8, 12=2873/0-3-8 Max Horz 16=688(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2968/0, 4-5=-1787/178, 7-8=-1787/178, 8-10=-2968/0, 2-16=-2977/0, 10-12=-2977/0 BOT CHORD 15-16=-667/752, 13-15=0/1808, 12-13=-55/290 WEBS 5-17=-2019/181, 7-17=-2019/181, 4-15=-52/1404, 8-13=-51/1404, 2-15=0/1587, 10-13=0/1587 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17; Wall dead load (5.0psf) on member(s).4-15, 8-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss DV1 Truss Type ATTIC Qty 2 Ply 1 17010206 Drake Residence Job Reference (optional) I29547014 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:07 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-xKmN6pb_YUJgkn6Mw9WASfSCKVnEH4tM1VTdwMzRSac Scale = 1:78.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 3x6 7x10 5x8 5x8 5x8 2x4 2x4 7x10 2x4 7x10 2x4 6x8 6x8 2x4 3x6 5-1-12 5-1-12 16-10-4 11-8-8 22-0-0 5-1-12 -0-11-0 0-11-0 5-1-12 5-1-12 7-7-2 2-5-6 11-0-0 3-4-14 14-4-14 3-4-14 16-10-4 2-5-6 22-0-0 5-1-12 22-11-0 0-11-0 2-1-813-1-82-1-812.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-12], [10:0-3-8,0-1-12], [13:0-3-8,0-4-12], [15:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.95 0.68 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.25 -0.47 0.01 -0.13 (loc) 13-15 13-15 12 13-15 l/defl >999 >551 n/a 1048 L/d 240 180 n/a 360 PLATES MT20 Weight: 187 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP No.1 WEBS 2x4 SPF Stud *Except* 5-7,4-15,8-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. JOINTS 1 Brace at Jt(s): 17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)16=1642/0-3-8, 12=1642/0-3-8 Max Horz 16=393(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1696/0, 4-5=-1021/102, 7-8=-1021/102, 8-10=-1696/0, 2-16=-1701/0, 10-12=-1701/0 BOT CHORD 15-16=-381/429, 13-15=0/1033 WEBS 5-17=-1154/103, 7-17=-1154/103, 4-15=-30/802, 8-13=-29/802, 2-15=0/907, 10-13=0/907 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17; Wall dead load (5.0psf) on member(s).4-15, 8-13 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 6) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss DW1 Truss Type GABLE Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547015 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:07 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-xKmN6pb_YUJgkn6Mw9WASfSE?VnQH3eM1VTdwMzRSac Scale = 1:84.1 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 38 39 40 41 42 43 3x6 7x10 5x16 5x6 5x16 3x4 3x4 7x10 7x10 7x10 7x10 3x6 5-1-12 5-1-12 18-10-4 13-8-8 24-0-0 5-1-12 -0-11-0 0-11-0 5-1-12 5-1-12 7-7-2 2-5-6 12-0-0 4-4-14 16-4-14 4-4-14 18-10-4 2-5-6 24-0-0 5-1-12 24-11-0 0-11-0 2-1-814-1-82-1-812.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-8], [3:0-7-12,0-3-4], [3:0-0-0,0-2-12], [9:0-7-12,0-3-4], [9:0-0-0,0-2-12], [10:0-3-8,0-2-8], [13:0-3-8,0-4-12], [15:0-3-8,0-4-12], [23:0-2-8,0-0-0], [33:0-2-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.78 0.67 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.32 -0.60 0.01 -0.21 (loc) 13-15 13-15 12 13-15 l/defl >883 >478 n/a 793 L/d 240 180 n/a 360 PLATES MT20 Weight: 247 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 1-3,9-11: 2x6 SPF No.2 BOT CHORD 2x10 SP No.1 WEBS 2x4 SPF No.2 *Except* 2-15,10-13,6-17: 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-4 oc bracing. JOINTS 1 Brace at Jt(s): 17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)16=1832/0-3-8, 12=1832/0-3-8 Max Horz 16=-423(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2004/0, 4-5=-1211/100, 7-8=-1211/100, 8-10=-2004/0, 2-16=-1994/0, 10-12=-1994/0 BOT CHORD 15-16=-412/470, 13-15=0/1232 WEBS 5-17=-1289/92, 7-17=-1289/92, 4-15=-4/981, 8-13=-3/981, 2-15=0/1092, 10-13=0/1092 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17; Wall dead load (5.0psf) on member(s).4-15, 8-13 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 9) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss DX1 Truss Type ATTIC Qty 7 Ply 1 17010206 Drake Residence Job Reference (optional) I29547016 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:08 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-PWKlK9cdJnRXMxhYUs1P?s?Plv7f0WuVG9CASozRSab Scale = 1:84.1 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 3x6 7x10 5x12 5x6 5x12 3x4 3x4 7x10 2x4 7x10 2x4 7x10 7x10 2x4 3x6 5-1-12 5-1-12 18-10-4 13-8-8 24-0-0 5-1-12 -0-11-0 0-11-0 5-1-12 5-1-12 7-7-2 2-5-6 12-0-0 4-4-14 16-4-14 4-4-14 18-10-4 2-5-6 24-0-0 5-1-12 24-11-0 0-11-0 2-1-814-1-82-1-812.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-8], [10:0-3-8,0-2-8], [13:0-3-8,0-4-12], [15:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.78 0.67 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.32 -0.60 0.01 -0.21 (loc) 13-15 13-15 12 13-15 l/defl >883 >478 n/a 793 L/d 240 180 n/a 360 PLATES MT20 Weight: 217 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 1-3,9-11: 2x6 SPF No.2 BOT CHORD 2x10 SP No.1 WEBS 2x4 SPF No.2 *Except* 2-15,10-13,6-17: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-4 oc bracing. JOINTS 1 Brace at Jt(s): 17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)16=1832/0-3-8, 12=1832/0-3-8 Max Horz 16=-423(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2004/0, 4-5=-1211/100, 7-8=-1211/100, 8-10=-2004/0, 2-16=-1994/0, 10-12=-1994/0 BOT CHORD 15-16=-412/470, 13-15=0/1232 WEBS 5-17=-1289/92, 7-17=-1289/92, 4-15=-4/981, 8-13=-3/981, 2-15=0/1092, 10-13=0/1092 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17; Wall dead load (5.0psf) on member(s).4-15, 8-13 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 6) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss DYG1 Truss Type ATTIC Qty 2 Ply 2 17010206 Drake Residence Job Reference (optional) I29547017 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:09 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-uju8XVcF45ZOz5Gk1aYeX4XZUJTHl_2eUpyk_EzRSaa Scale = 1:84.1 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 20 18 21 22 19 23 3x6 6x8 5x10 5x6 5x10 2x4 2x4 7x10 2x4 7x10 2x4 6x8 6x8 2x4 3x6 5-1-12 5-1-12 18-10-4 13-8-8 24-0-0 5-1-12 -0-11-0 0-11-0 5-1-12 5-1-12 7-7-2 2-5-6 12-0-0 4-4-14 16-4-14 4-4-14 18-10-4 2-5-6 24-0-0 5-1-12 24-11-0 0-11-0 2-1-814-1-82-1-812.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-12], [10:0-3-8,0-1-12], [13:0-3-8,0-4-12], [15:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 3-6-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.78 0.64 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.28 -0.52 0.01 -0.18 (loc) 13-15 13-15 12 13-15 l/defl >999 >546 n/a 907 L/d 240 180 n/a 360 PLATES MT20 Weight: 433 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 1-3,9-11: 2x6 SPF No.2 BOT CHORD 2x10 SP No.1 WEBS 2x4 SPF No.2 *Except* 2-15,10-13,6-17: 2x4 SPF Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 2, 10, 17 REACTIONS.(lb/size)16=3205/0-3-8, 12=3205/0-3-8 Max Horz 16=-740(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3508/0, 4-5=-2120/174, 5-6=-323/157, 6-7=-323/154, 7-8=-2120/174, 8-10=-3508/0, 2-16=-3489/0, 10-12=-3489/0 BOT CHORD 15-16=-721/823, 13-15=0/2156, 12-13=-47/332 WEBS 5-17=-2255/161, 7-17=-2255/161, 4-15=-6/1717, 8-13=-5/1717, 2-15=0/1911, 10-13=0/1911 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17; Wall dead load (5.0psf) on member(s).4-15, 8-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss E1 Truss Type Roof Special Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546989 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:09 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-uju8XVcF45ZOz5Gk1aYeX4XaWJVtlxbeUpyk_EzRSaa Scale = 1:74.7 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 2x4 5x6 8x10 6x8 3x10 5x8 3x6 7x10 2x4 2x4 2x4 7x10 5x6 3x10 5x8 1-10-0 1-10-0 10-2-0 8-4-0 14-11-8 4-9-8 19-9-0 4-9-8 27-6-0 7-9-0 1-10-0 1-10-0 10-2-0 8-4-0 14-11-8 4-9-8 19-9-0 4-9-8 27-6-0 7-9-0 2-3-1010-7-1012-7-1011-7-101-0-012-7-1012.00 12 Plate Offsets (X,Y)-- [3:0-2-5,0-0-15], [4:0-2-15,0-2-7], [4:0-1-5,0-2-7], [10:0-4-12,Edge], [14:0-4-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.71 0.54 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.39 0.04 (loc) 14-15 14-15 9 l/defl >999 >834 n/a L/d 240 180 n/a PLATES MT20 Weight: 197 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-16,1-15,2-15,12-14,10-12: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-10 max.): 1-2, 4-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-10 WEBS 1 Row at midpt 8-9, 2-14, 5-12, 5-10, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)16=1088/Mechanical, 9=1088/Mechanical Max Horz 16=409(LC 6) Max Uplift 16=-86(LC 7), 9=-250(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1139/88, 1-2=-900/98, 2-3=-1149/206, 3-4=-616/235, 4-5=-690/247, 5-6=-558/252, 6-8=-565/253, 8-9=-1013/282 BOT CHORD 15-16=-509/314, 14-15=-552/972, 3-14=-74/362, 6-10=-454/227 WEBS 1-15=-185/1470, 2-15=-996/277, 2-14=-282/206, 12-14=-264/657, 5-14=-251/253, 5-12=-285/214, 10-12=-200/621, 8-10=-255/983 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 1-10-0, Interior(1) 1-10-0 to 10-4-2, Exterior(2) 10-4-2 to 13-4-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 9=250. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss F1 Truss Type Piggyback Base Qty 4 Ply 1 17010206 Drake Residence Job Reference (optional) I29546991 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:10 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-MvSWlrdtrPhFbErwbH3t4H4rpjpOULBojThHWhzRSaZ Scale = 1:75.2 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 23 24 25 26 27 2x4 5x8 5x6 7x10 5x8 4x5 2x4 5x10 3x4 2x4 7x10 2x4 2x4 2x4 2x4 5x12 5x8 5x10 5x8 5x6 5x6 5x8 1-10-0 1-10-0 7-10-0 6-0-0 10-2-0 2-4-0 16-5-8 6-3-8 18-6-0 2-0-8 20-6-8 2-0-8 24-3-8 3-9-0 27-6-0 3-2-8 1-10-0 1-10-0 7-10-0 6-0-0 10-2-0 2-4-0 15-6-0 5-4-0 18-6-0 3-0-0 24-3-8 5-9-8 27-6-0 3-2-8 1-3-109-7-100-10-212-7-102-10-22-0-012-7-1012.00 12 Plate Offsets (X,Y)-- [4:0-8-4,0-1-12], [13:0-2-8,0-2-8], [17:0-4-12,0-2-4], [20:0-4-4,0-2-8], [21:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.36 0.59 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.23 0.10 (loc) 20-21 20-21 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 7-15,7-17,7-13,4-18,5-18,5-17,4-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-6 max.): 1-2, 4-5, 9-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 4-18, 5-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)22=1088/Mechanical, 11=1088/Mechanical Max Horz 22=-340(LC 5) Max Uplift 22=-101(LC 7), 11=-107(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1050/109, 1-2=-1608/203, 2-3=-1365/213, 3-4=-1314/421, 4-5=-682/250, 5-6=-1058/354, 6-7=-1152/304, 7-8=-1279/345, 8-9=-1325/221, 9-10=-1120/168, 10-11=-1056/156 BOT CHORD 21-22=-301/317, 20-21=-285/1748, 3-20=-308/280, 17-18=-93/710, 12-13=-174/1171 WEBS 7-15=-981/113, 15-17=-90/1030, 13-15=-55/732, 7-13=-189/739, 9-13=-333/115, 18-20=-105/727, 9-12=-894/174, 10-12=-184/1464, 2-21=-983/223, 1-21=-235/1862, 2-20=-870/227, 5-17=-182/549, 4-20=-278/811 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 1-10-0, Interior(1) 1-10-0 to 10-2-0, Exterior(2) 10-2-0 to 18-6-0, Interior(1) 18-6-0 to 24-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=101, 11=107. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss F2 Truss Type Piggyback Base Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547020 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:11 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-q5?uyBeVbip6DOQ79_b6cUdyQ79dDnBxy7Rr37zRSaY Scale = 1:71.8 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 20 21 22 23 24 2x4 5x8 5x6 7x10 6x8 5x8 2x4 3x6 7x10 3x4 2x4 3x10 3x6 5x8 5x8 3x10 3x6 5x12 1-10-0 1-10-0 7-10-0 6-0-0 10-2-0 2-4-0 15-6-0 5-4-0 16-5-8 0-11-8 24-3-8 7-10-0 27-6-0 3-2-8 1-10-0 1-10-0 7-10-0 6-0-0 10-2-0 2-4-0 15-6-0 5-4-0 16-5-8 0-11-8 24-3-8 7-10-0 27-6-0 3-2-8 1-3-109-7-100-10-212-7-103-10-23-0-012-7-1012.00 12 Plate Offsets (X,Y)-- [4:0-8-4,0-1-12], [5:0-6-4,0-1-12], [7:0-5-4,0-3-0], [12:0-8-12,0-4-0], [16:0-3-4,0-3-0], [17:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.62 0.59 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.33 0.09 (loc) 10-11 10-11 9 l/defl >999 >975 n/a L/d 240 180 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-16,4-14,5-14,5-13,6-13,10-12,7-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-6 max.): 1-2, 4-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 4-14, 5-14, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)18=1088/Mechanical, 9=1088/Mechanical Max Horz 18=-364(LC 5) Max Uplift 18=-99(LC 7), 9=-109(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1050/106, 1-2=-1608/205, 2-3=-1365/214, 3-4=-1314/424, 4-5=-678/252, 5-6=-1232/557, 6-7=-1286/230 BOT CHORD 17-18=-320/341, 16-17=-305/1749, 3-16=-309/281, 13-14=-109/720, 12-13=-102/764, 6-12=-8/276, 9-10=-149/898 WEBS 1-17=-230/1863, 2-17=-983/220, 2-16=-870/227, 14-16=-129/716, 4-16=-283/833, 5-13=-465/869, 6-13=-744/469, 10-12=-167/863, 7-9=-1372/179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 1-10-0, Interior(1) 1-10-0 to 10-2-0, Exterior(2) 10-2-0 to 18-6-0, Interior(1) 18-6-0 to 24-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) 9=109. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss G1 Truss Type Piggyback Base Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546992 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:12 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-IIZGAXf7M0yzqY?Jji6L9i9D0WV3yIC5AnAObZzRSaX Scale = 1:75.7 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 23 24 2526 27 2x4 5x8 4x5 4x5 5x8 5x12 2x4 3x6 3x6 3x10 2x4 2x4 2x4 6x8 5x8 4x5 3x4 7x10 5x12 5x8 5x10 2x4 1-0-8 1-0-8 10-2-0 9-1-8 15-6-0 5-4-0 16-5-8 0-11-8 18-6-0 2-0-8 20-6-8 2-0-8 24-3-8 3-9-0 27-6-0 3-2-8 1-0-8 1-0-8 5-7-4 4-6-12 10-2-0 4-6-12 15-6-0 5-4-0 16-5-8 0-11-8 18-6-0 2-0-8 20-6-8 2-0-8 24-3-8 3-9-0 27-6-0 3-2-8 1-6-210-7-101-10-212-7-102-10-21-0-012-7-1012.00 12 Plate Offsets (X,Y)-- [4:0-3-4,0-1-12], [5:0-6-4,0-1-12], [13:0-2-8,0-2-8], [17:0-7-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.25 0.64 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.45 0.11 (loc) 20-21 20-21 11 l/defl >999 >729 n/a L/d 240 180 n/a PLATES MT20 Weight: 205 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-20,4-20,5-20,5-18,6-18,7-17,7-15,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 4-5, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-9-11 oc bracing: 21-22 6-0-0 oc bracing: 16-17,13-14. WEBS 1 Row at midpt 5-20, 6-18, 7-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)22=1088/Mechanical, 11=1088/Mechanical Max Horz 22=347(LC 6) Max Uplift 22=-99(LC 7), 11=-105(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1190/2, 1-2=-747/32, 2-3=-1265/193, 3-4=-1079/270, 4-5=-687/251, 5-6=-931/324, 6-7=-1177/318, 7-8=-1280/338, 8-9=-1326/216 BOT CHORD 21-22=-330/332, 20-21=-258/840, 18-20=-105/718, 17-18=-107/748, 6-17=-141/631, 12-13=-179/1171, 11-12=-176/1175 WEBS 1-21=-27/1340, 2-21=-965/236, 4-20=-67/438, 5-18=-169/444, 6-18=-477/150, 15-17=-105/1037, 7-17=-174/286, 7-15=-1049/131, 13-15=-59/731, 7-13=-189/742, 9-13=-333/115, 9-11=-1508/195, 3-21=-39/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 1-0-8, Interior(1) 1-0-8 to 10-2-0, Exterior(2) 10-2-0 to 18-6-0, Interior(1) 18-6-0 to 24-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except (jt=lb) 11=105. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss H1 Truss Type Half Hip Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546993 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:13 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-mU7eNsgl7K4pSiaVGPdaiviIpwswhlcEPRwx7?zRSaW Scale = 1:59.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 19 20 21 22 5x6 5x8 3x10 5x6 3x4 5x12 2x4 2x4 2x4 3x4 7x10 3x4 2x4 3x10 5x8 8-2-0 8-2-0 10-2-0 2-0-0 14-11-8 4-9-8 19-9-0 4-9-8 27-6-0 7-9-0 4-2-7 4-2-7 8-2-0 3-11-9 10-2-0 2-0-0 14-11-8 4-9-8 19-9-0 4-9-8 27-6-0 7-9-0 0-5-108-7-1010-7-109-7-101-0-010-7-1012.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-11], [3:0-6-4,0-1-12], [9:Edge,0-1-8], [10:0-4-12,Edge], [14:0-3-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.63 0.53 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.35 0.04 (loc) 9-10 9-10 9 l/defl >999 >930 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-15,12-14,10-12: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-1 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 4-14, 6-10 WEBS 1 Row at midpt 8-9, 5-12, 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1097/0-3-8, 9=1092/Mechanical Max Horz 1=333(LC 6) Max Uplift 1=-92(LC 7), 9=-237(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1339/230, 2-3=-1176/265, 3-4=-842/254, 4-5=-843/255, 5-6=-678/243, 6-8=-688/244, 8-9=-1015/271 BOT CHORD 1-15=-468/896, 14-15=-346/763, 6-10=-441/236 WEBS 3-15=-51/379, 3-14=-256/318, 12-14=-275/761, 5-12=-353/214, 10-12=-189/735, 8-10=-245/1055 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-2-0, Exterior(2) 8-2-0 to 12-4-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=237. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss I1 Truss Type Piggyback Base Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546994 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:14 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-Egh1aCgNudCg4s9iq78pE7FPBKBJQ9BOe5fVfSzRSaV Scale = 1:70.8 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 8 17 18 19 20 2x4 5x8 5x6 5x8 3x10 5x8 3x6 7x10 3x4 2x4 5x10 3x4 3x10 5x8 3x4 5x8 1-10-0 1-10-0 7-10-0 6-0-0 10-2-0 2-4-0 18-8-4 8-6-4 27-6-0 8-9-12 1-10-0 1-10-0 7-10-0 6-0-0 10-2-0 2-4-0 18-8-4 8-6-4 27-6-0 8-9-12 1-3-109-7-1012-7-103-0-012.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-8], [12:0-2-12,0-2-0], [14:0-3-8,0-3-0], [15:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.85 0.59 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.05 (loc) 8-10 8-10 8 l/defl >999 >906 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 7-8: 2x4 SPF 2100F 1.8E, 4-14,10-12,5-12,5-10,7-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-5 max.): 1-2, 4-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 4-12 WEBS 1 Row at midpt 7-8, 5-12, 5-10, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)16=1088/Mechanical, 8=1088/Mechanical Max Horz 16=405(LC 6) Max Uplift 16=-87(LC 7), 8=-235(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1050/104, 1-2=-1609/187, 2-3=-1365/205, 3-4=-1288/387, 4-5=-682/256, 5-7=-573/275, 7-8=-1014/265 BOT CHORD 15-16=-508/321, 14-15=-599/1750, 3-14=-274/269, 4-12=-197/262 WEBS 1-15=-226/1864, 2-15=-984/217, 2-14=-872/220, 12-14=-328/703, 4-14=-387/818, 10-12=-258/561, 5-10=-735/381, 7-10=-223/978 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 1-10-0, Interior(1) 1-10-0 to 10-2-0, Exterior(2) 10-2-0 to 13-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 8=235. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss J1 Truss Type Half Hip Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546995 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:14 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-Egh1aCgNudCg4s9iq78pE7FTtKE_QEkOe5fVfSzRSaV Scale = 1:53.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 18 19 20 21 5x8 5x8 3x6 3x10 3x4 5x10 2x4 2x4 2x4 3x4 8x12 2x4 5x8 5x8 6-2-0 6-2-0 10-2-0 4-0-0 14-11-8 4-9-8 19-9-0 4-9-8 27-6-0 7-9-0 6-2-0 6-2-0 10-2-0 4-0-0 14-11-8 4-9-8 19-9-0 4-9-8 27-6-0 7-9-0 0-5-106-7-108-7-107-7-101-0-08-7-1012.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [2:0-6-4,0-1-12], [13:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.61 0.42 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.35 0.04 (loc) 8-9 8-9 8 l/defl >999 >928 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-14,11-13,9-11: 2x4 SPF Stud WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-11 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-11-1 oc bracing: 1-14 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 7-8, 4-11, 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1099/0-3-8, 8=1090/Mechanical Max Horz 1=257(LC 6) Max Uplift 1=-100(LC 7), 8=-251(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1320/210, 2-3=-1109/254, 3-4=-1108/254, 4-6=-857/277, 6-7=-873/282, 7-8=-1012/300 BOT CHORD 1-14=-319/832, 13-14=-318/836, 3-13=-272/180, 6-9=-438/243 WEBS 2-13=-248/500, 11-13=-262/951, 4-13=-160/358, 4-11=-462/210, 9-11=-188/893, 7-9=-258/1175 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-2-0, Exterior(2) 6-2-0 to 10-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=100, 8=251. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss K1 Truss Type Half Hip Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29546996 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:15 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-isFPoYh0fxKXh0kuOqf3nKnZckag9gJXtlP2CuzRSaU Scale = 1:47.5 1 2 3 4 5 6 7 14 13 12 11 10 9 8 18 19 20 21 22 4x5 5x8 3x6 3x10 3x4 5x10 2x4 2x4 2x4 3x4 8x12 2x4 5x8 3x10 4-2-0 4-2-0 10-2-0 6-0-0 14-11-8 4-9-8 19-9-0 4-9-8 27-6-0 7-9-0 4-2-0 4-2-0 10-2-0 6-0-0 14-11-8 4-9-8 19-9-0 4-9-8 27-6-0 7-9-0 0-5-104-7-106-7-105-7-101-0-06-7-1012.00 12 Plate Offsets (X,Y)-- [1:0-5-0,0-0-7], [2:0-6-4,0-1-12], [13:0-3-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.93 0.39 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.37 0.05 (loc) 8-9 8-9 8 l/defl >999 >876 n/a L/d 240 180 n/a PLATES MT20 Weight: 139 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-12,6-10: 2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-14 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1096/0-3-8, 8=1093/Mechanical Max Horz 1=180(LC 6) Max Uplift 1=-131(LC 6), 8=-280(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1383/251, 2-3=-1661/428, 3-4=-1643/423, 4-6=-1178/363, 6-7=-1203/371, 7-8=-1014/325 BOT CHORD 1-14=-273/911, 13-14=-271/915, 3-13=-365/216, 6-9=-439/249 WEBS 2-13=-325/914, 11-13=-284/1259, 4-13=-177/630, 4-11=-643/226, 9-11=-220/1164, 7-9=-363/1425 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-2-0, Exterior(2) 4-2-0 to 8-4-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=131, 8=280. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss L1 Truss Type Common Qty 7 Ply 1 17010206 Drake Residence Job Reference (optional) I29547026 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:15 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-isFPoYh0fxKXh0kuOqf3nKnjZkca9iQXtlP2CuzRSaU Scale = 1:69.4 12 3 4 5 6 7 11 10 9 8 18 19 20 21 22 23 3x6 4x5 4x6 3x10 3x6 3x10 3x6 2x4 3x6 2x4 5-5-15 5-5-15 10-11-0 5-5-1 16-4-1 5-5-1 22-0-0 5-7-15 -0-11-0 0-11-0 5-5-15 5-5-15 10-11-0 5-5-1 16-4-1 5-5-1 22-0-0 5-7-15 0-7-1011-6-100-5-1012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-13,0-3-3], [2:0-0-7,0-0-7], [7:0-6-0,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.29 0.27 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.08 0.03 (loc) 11-17 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-8,3-11: 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-1 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)7=882/0-3-8, 2=933/0-3-8 Max Horz 2=341(LC 6) Max Uplift 7=-91(LC 8), 2=-127(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1029/151, 3-5=-746/235, 5-6=-747/238, 6-7=-1051/151 BOT CHORD 2-11=-136/656, 10-11=-136/656, 8-10=0/668, 7-8=0/668 WEBS 5-10=-190/583, 6-10=-343/202, 3-10=-328/209 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 10-11-0, Exterior(2) 10-11-0 to 13-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 2=127. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss M1 Truss Type Common Qty 2 Ply 1 17010206 Drake Residence Job Reference (optional) I29547027 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:16 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-A3pn?uieQFSOJ9J4yYAIJYKuJ8xpu9Zg5P8bkKzRSaT Scale = 1:69.2 1 2 3 4 5 9 8 7 6 16 17 18 19 20 21 4x6 3x6 4x5 3x6 2x4 3x10 3x6 2x4 5x8 5-5-15 5-5-15 10-11-0 5-5-1 16-4-1 5-5-1 22-0-0 5-7-15 5-5-15 5-5-15 10-11-0 5-5-1 16-4-1 5-5-1 22-0-0 5-7-15 0-7-1011-6-100-5-1012.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [1:0-0-13,0-3-3], [1:0-0-7,0-0-7], [5:0-6-0,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.29 0.27 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.07 0.03 (loc) 9-15 8-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-6,2-9: 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 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)5=883/0-3-8, 1=877/0-3-8 Max Horz 1=-327(LC 5) Max Uplift 5=-91(LC 8), 1=-86(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1034/160, 2-3=-748/239, 3-4=-749/238, 4-5=-1053/152 BOT CHORD 1-9=-137/661, 8-9=-137/661, 6-8=0/670, 5-6=0/670 WEBS 3-8=-192/586, 4-8=-343/202, 2-8=-333/215 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-11-0, Exterior(2) 10-11-0 to 13-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss NB1 Truss Type GABLE Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547000 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:17 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-fFN9DEjGBYaFxJtHVFiXslt6NXLUdgAqK3u9GnzRSaS Scale = 1:72.5 1 2 3 4 56 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 36 3x6 4x5 3x4 3x6 3x6 22-0-0 22-0-0 -0-11-0 0-11-0 10-11-0 10-11-0 22-0-0 11-1-0 0-7-1011-6-100-5-1012.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-3-3], [2:0-0-7,0-0-7], [5:0-2-8,Edge], [24:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.08 0.05 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 1 1 19 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 166 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 11-28,10-29,9-30,12-27,13-26: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-28, 10-29, 9-30, 12-27, 13-26 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 22-0-0. (lb) - Max Horz 2=344(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 19, 29, 30, 31, 32, 33, 34, 27, 26, 25, 23, 22, 21 except 2=-133(LC 5), 35=-104(LC 7), 20=-114(LC 8) Max Grav All reactions 250 lb or less at joint(s) 19, 28, 29, 30, 31, 32, 33, 34, 35, 27, 26, 25, 23, 22, 21, 20 except 2=272(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-374/197, 3-4=-285/170, 18-19=-280/103 WEBS 11-28=-257/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -0-11-0 to 2-1-0, Exterior(2) 2-1-0 to 10-11-0, Corner(3) 10-11-0 to 13-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 29, 30, 31, 32, 33, 34, 27, 26, 25, 23, 22, 21 except (jt=lb) 2=133, 35=104, 20=114. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss O1 Truss Type Piggyback Base Qty 6 Ply 1 17010206 Drake Residence Job Reference (optional) I29547029 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:18 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-7RwXQajuysi6YTST3zDmPzP6Qxc_M5nzZjdipDzRSaR Scale = 1:70.2 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 6x8 3x6 3x4 3x6 3x4 2x4 5x8 5x8 6x8 7-0-8 7-0-8 13-11-8 6-11-0 20-10-8 6-11-0 -0-11-0 0-11-0 7-0-8 7-0-8 13-11-8 6-11-0 20-10-8 6-11-0 5-3-812-4-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.83 0.35 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 -0.01 (loc) 9-10 9-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 139 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 2100F 1.8E, 2-10: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. WEBS 1 Row at midpt 5-6, 3-9, 3-8, 4-8, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)6=822/0-5-0, 10=889/0-5-8 Max Horz 10=471(LC 6) Max Uplift 6=-275(LC 6), 10=-79(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-621/191, 3-4=-341/237, 4-5=-341/237, 5-6=-762/333, 2-10=-824/214 BOT CHORD 9-10=-612/365, 8-9=-387/331 WEBS 4-8=-469/257, 5-8=-315/682, 2-9=-147/368 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-0-8, Exterior(2) 7-0-8 to 11-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 6=275. 5) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss P1 Truss Type Piggyback Base Qty 4 Ply 1 17010206 Drake Residence Job Reference (optional) I29547002 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:18 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-7RwXQajuysi6YTST3zDmPzP8pxc_M5pzZjdipDzRSaR Scale = 1:70.2 1 2 3 4 9 8 7 6 5 10 11 12 13 14 15 6x8 8x10 3x6 3x4 3x6 3x4 2x4 5x8 5x8 7-0-8 7-0-8 13-11-8 6-11-0 20-10-8 6-11-0 7-0-8 7-0-8 13-11-8 6-11-0 20-10-8 6-11-0 5-3-812-4-012.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [2:0-8-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.68 0.35 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 -0.01 (loc) 8-9 8-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E, 1-9: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. WEBS 1 Row at midpt 4-5, 2-8, 2-7, 3-7, 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=823/0-5-0, 9=823/0-5-8 Max Horz 9=454(LC 6) Max Uplift 5=-272(LC 6), 9=-52(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-618/169, 2-3=-342/231, 3-4=-342/231, 4-5=-763/328, 1-9=-760/182 BOT CHORD 8-9=-577/376, 7-8=-382/334 WEBS 3-7=-467/258, 4-7=-308/683, 1-8=-155/378 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-0-8, Exterior(2) 7-0-8 to 11-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 5=272. 5) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss PB1 Truss Type Piggyback Qty 7 Ply 1 17010206 Drake Residence Job Reference (optional) I29547031 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:19 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-beUwewkWj9qzAd1fdgk?xAyOgL?Q5ZX7nNNGLfzRSaQ Scale = 1:61.7 12 3 4 5 6 7 11 10 9 8 12 13 14 15 3x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 13-10-0 13-10-0 10-3-8 10-3-8 13-10-0 3-6-8 0-5-310-3-80-1-86-7-80-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.35 0.14 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 6-9: 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. WEBS 1 Row at midpt 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-3-5. (lb) - Max Horz 2=395(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 8=-164(LC 8), 2=-180(LC 5), 10=-144(LC 6), 11=-218(LC 7), 9=-113(LC 6) Max Grav All reactions 250 lb or less at joint(s) 8 except 2=311(LC 6), 10=339(LC 11), 11=280(LC 1), 9=316(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-446/292, 3-4=-323/286, 4-5=-154/264, 6-7=-129/289, 7-8=-123/264 WEBS 4-10=-255/224, 3-11=-208/257, 6-9=-307/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-2-10 to 2-11-0, Interior(1) 2-11-0 to 10-3-8, Exterior(2) 10-3-8 to 13-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 8, 180 lb uplift at joint 2, 144 lb uplift at joint 10, 218 lb uplift at joint 11 and 113 lb uplift at joint 9. 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss PB1A Truss Type Piggyback Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547032 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:19 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-beUwewkWj9qzAd1fdgk?xAyOnL?q5ao7nNNGLfzRSaQ Scale = 1:53.5 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x5 4x5 3x4 3x4 3x4 2x4 2x4 2x4 2x4 13-10-0 13-10-0 8-11-10 8-11-10 13-10-0 4-10-6 0-5-38-11-100-1-86-7-80-1-88-10-212.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-8], [4:0-3-4,0-1-12], [5:0-3-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.34 0.18 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except* 3-10: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. WEBS 1 Row at midpt 4-9, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-3-5. (lb) - Max Horz 2=357(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8 except 7=-114(LC 8), 2=-109(LC 5), 10=-266(LC 7), 9=-144(LC 6) Max Grav All reactions 250 lb or less at joint(s) 7, 2, 9, 8 except 10=408(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-351/242 WEBS 3-10=-293/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-2-10 to 3-2-10, Interior(1) 3-2-10 to 8-11-10, Exterior(2) 8-11-10 to 11-7-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 7=114, 2=109, 10=266, 9=144. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss PB1B Truss Type Piggyback Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547033 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:20 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-3q2IrGl8UTyqoncrBNFEUOVa6lLmq?oG016pt5zRSaP Scale = 1:41.4 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x5 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 13-10-0 13-10-0 6-11-10 6-11-10 13-7-6 6-7-12 13-10-0 0-2-10 0-5-36-11-100-1-86-6-100-1-86-10-212.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-3-4,0-1-12], [6:0-2-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.31 0.14 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. 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 13-3-5. (lb) - Max Horz 2=256(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 2 except 9=-112(LC 6), 10=-221(LC 7), 8=-104(LC 5) Max Grav All reactions 250 lb or less at joint(s) 7, 2 except 9=303(LC 1), 10=298(LC 1), 8=313(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/155 WEBS 3-10=-224/260 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-2-10 to 3-1-6, Interior(1) 3-1-6 to 6-11-10, Exterior(2) 6-11-10 to 11-1-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 7, 2 except (jt=lb) 9=112, 10=221, 8=104. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss PB2 Truss Type Piggyback Qty 8 Ply 1 17010206 Drake Residence Job Reference (optional) I29547034 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:20 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-3q2IrGl8UTyqoncrBNFEUOVUIlMDq1qG016pt5zRSaP Scale = 1:41.5 1 2 3 4 6 5 7 2x4 2x4 2x4 2x4 2x4 6-11-8 6-11-80-5-36-11-80-1-86-10-00-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.68 0.11 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=104/6-4-13, 2=105/6-4-13, 6=311/6-4-13 Max Horz 2=247(LC 6) Max Uplift 5=-77(LC 6), 2=-70(LC 5), 6=-216(LC 7) Max Grav 5=117(LC 5), 2=172(LC 6), 6=311(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-432/152 WEBS 3-6=-233/283 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-2-10 to 3-5-12, Interior(1) 3-5-12 to 6-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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=216. 5) 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss PB3 Truss Type Piggyback Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547035 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:21 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-X0cg2cmmFn4hPxB2k5mT0b1m49iaZUcPFhsMPYzRSaO Scale = 1:36.3 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 3x6 3x6 3x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 13-10-0 13-10-0 4-11-10 4-11-10 12-5-10 7-6-0 13-10-0 1-4-6 0-5-34-11-106-4-00-1-86-2-80-1-84-10-212.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-1-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.23 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7. 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 13-3-5. (lb) - Max Horz 2=223(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 11 except 12=-173(LC 7), 10=-127(LC 5) Max Grav All reactions 250 lb or less at joint(s) 9, 2 except 11=337(LC 1), 12=278(LC 1), 10=289(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-375/145 WEBS 5-11=-253/195, 3-12=-206/294 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-2-10 to 2-11-0, Interior(1) 2-11-0 to 4-11-10, Exterior(2) 4-11-10 to 9-2-9, Interior(1) 12-5-10 to 13-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 9, 2, 11 except (jt=lb) 12=173, 10=127. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss PB4 Truss Type Piggyback Qty 9 Ply 1 17010206 Drake Residence Job Reference (optional) I29547036 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:21 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-X0cg2cmmFn4hPxB2k5mT0b1oV9jMZVAPFhsMPYzRSaO Scale = 1:18.2 1 2 3 4 5 6 4x5 2x4 2x4 2x4 5-4-0 5-4-0 2-8-0 2-8-0 5-4-0 2-8-0 0-5-32-8-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 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=125/4-2-10, 4=125/4-2-10, 6=128/4-2-10 Max Horz 2=-66(LC 5) Max Uplift 2=-55(LC 7), 4=-55(LC 8) Max Grav 2=125(LC 1), 4=125(LC 1), 6=131(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss PB5 Truss Type Piggyback Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547037 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:21 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-X0cg2cmmFn4hPxB2k5mT0b1n99iSZVxPFhsMPYzRSaO Scale = 1:24.5 1 2 3 45 6 7 8 4x5 2x4 2x4 2x4 7-4-0 7-4-0 3-8-0 3-8-0 7-4-0 3-8-0 0-5-33-8-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.11 0.03 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 90 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=174/6-2-10, 4=174/6-2-10, 6=191/6-2-10 Max Horz 2=-95(LC 5) Max Uplift 2=-71(LC 7), 4=-73(LC 8) Max Grav 2=174(LC 1), 4=174(LC 1), 6=193(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-2-10 to 3-2-10, Interior(1) 3-2-10 to 3-8-0, Exterior(2) 3-8-0 to 6-9-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss PB6 Truss Type Piggyback Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547038 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:22 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-?DA2GxnP04CY14mEIoHiZpaypY1xIymZULbwy_zRSaN Scale = 1:29.6 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 4x5 3x4 3x6 17-4-0 17-4-0 2-0-0 2-0-0 17-4-0 15-4-0 0-5-31-10-82-0-00-1-81-10-80-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-3-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 16-9-5. (lb) - Max Horz 2=66(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 13, 11, 9 except 12=-102(LC 5) Max Grav All reactions 250 lb or less at joint(s) 8, 2, 13 except 12=347(LC 1), 11=317(LC 1), 9=306(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-12=-265/151 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-2-10 to 6-1-12, Interior(1) 6-1-12 to 17-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 MT20 unless otherwise indicated. 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, 2, 13, 11, 9 except (jt=lb) 12=102. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss PB7 Truss Type Piggyback Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547039 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:22 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-?DA2GxnP04CY14mEIoHiZpauuY0TIy?ZULbwy_zRSaN Scale = 1:13.8 1 2 34 6 5 7 8 9 2x4 2x4 4x5 2x4 2x4 6-11-10 6-11-10 4-11-10 4-11-10 6-11-10 2-0-0 1-10-82-0-00-1-80-5-30-1-81-10-812.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [3:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.42 0.19 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 3 3 3 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. 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)6=182/6-4-15, 3=72/6-4-15, 5=267/6-4-15 Max Horz 6=-66(LC 5) Max Uplift 6=-60(LC 6), 3=-36(LC 8), 5=-37(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-11-10, Exterior(2) 4-11-10 to 6-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 6, 3, 5. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss Q1 Truss Type Roof Special Qty 4 Ply 1 17010206 Drake Residence Job Reference (optional) I29547003 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:23 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-TPkQTHn1nOKPfELQsWox6064DyJh1KEii_LTUQzRSaM Scale = 1:58.2 1 2 3 4 5 6 7 8 9 11 1020 21 22 23 4x6 5x6 3x4 5x6 5x6 3x4 2x4 5x6 2x4 6-10-0 6-10-0 10-10-0 4-0-0 17-8-0 6-10-0 -0-11-0 0-11-0 6-10-0 6-10-0 8-10-0 2-0-0 10-10-0 2-0-0 17-8-0 6-10-0 18-7-0 0-11-0 0-7-109-5-100-7-103-3-412.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-1-11,Edge], [8:0-1-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.38 0.38 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.12 -0.18 0.10 (loc) 10-18 11-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 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=762/0-3-8, 8=762/0-3-8 Max Horz 2=-265(LC 5) Max Uplift 2=-115(LC 7), 8=-115(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1260/88, 4-5=-1225/336, 5-6=-1225/283, 6-8=-1260/61 BOT CHORD 2-11=-166/938, 10-11=-25/528, 8-10=0/938 WEBS 5-10=-237/847, 6-10=-305/350, 5-11=-313/847, 4-11=-305/339 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-10-0, Exterior(2) 8-10-0 to 11-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 2, 8 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=115, 8=115. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss RB1 Truss Type GABLE Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547041 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:24 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-xbIphdofYiSGGOwdQDKAeEfI8MjRmpbsxe410tzRSaL Scale = 1:57.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x6 4x5 3x6 3x6 3x6 6-10-0 6-10-0 10-10-0 4-0-0 17-8-0 6-10-0 -0-11-0 0-11-0 8-10-0 8-10-0 17-8-0 8-10-0 18-7-0 0-11-0 0-7-109-5-100-7-103-3-412.00 12 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.18 0.09 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 15 15 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 17-8-0. (lb) - Max Horz 30=283(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 16, 25, 21, 24, 26, 27, 28, 22, 20, 19, 18 except 30=-224(LC 5), 29=-145(LC 7), 17=-138(LC 8) Max Grav All reactions 250 lb or less at joint(s) 30, 16, 25, 21, 24, 26, 27, 28, 29, 22, 20, 19, 18, 17 except 23=324(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-35/278, 8-9=-35/278 WEBS 8-23=-331/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -0-11-0 to 2-2-0, Exterior(2) 2-2-0 to 8-10-0, Corner(3) 8-10-0 to 11-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 25, 21, 24, 26, 27, 28, 22, 20, 19, 18 except (jt=lb) 30=224, 29=145, 17=138. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 25, 21, 23, 24, 26, 27, 28, 29, 22, 20, 19, 18, 17. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss SG1 Truss Type Roof Special Girder Qty 1 Ply 2 17010206 Drake Residence Job Reference (optional) I29547042 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:25 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-QosBuzpHI?a7uYVpzxrPBRCSVm0WVFc?AIqaYJzRSaK Scale: 3/8"=1’ 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 2x4 3x6 3x6 2x4 4x5 2x4 2x4 5x10 5x8 3x4 2x4 3x10 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-1-4 5-1-4 9-11-0 4-9-12 13-7-12 3-8-12 17-8-0 4-0-4 5-1-4 5-1-4 9-11-0 4-9-12 13-7-12 3-8-12 17-8-0 4-0-4 4-7-103-7-101-0-04-7-10Plate Offsets (X,Y)-- [9:0-2-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.14 0.29 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.06 0.01 (loc) 10 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-10: 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-6, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=1196/0-3-8, 7=1203/Mechanical Max Horz 12=141(LC 4) Max Uplift 12=-518(LC 3), 7=-536(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1065/476, 1-2=-1107/499, 2-3=-1633/726, 3-5=-1644/731 BOT CHORD 9-10=-128/256, 8-9=-572/1199, 7-8=-572/1199 WEBS 1-11=-643/1434, 2-11=-689/314, 9-11=-477/947, 2-9=-288/642, 5-9=-275/581, 5-8=-167/372, 5-7=-1543/701 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=518, 7=536. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 10-12=-20, 7-9=-20 Concentrated Loads (lb) Vert: 10=-128(F) 15=-128(F) 16=-128(F) 17=-128(F) 18=-128(F) 19=-124(F) 20=-124(F) 21=-124(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss T1 Truss Type Piggyback Base Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547007 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:25 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-QosBuzpHI?a7uYVpzxrPBRCMwm_IVEh?AIqaYJzRSaK Scale = 1:65.4 1 2 3 4 5 9 78 6 14 15 16 17 18 19 3x4 3x10 4x5 5x8 3x4 2x4 5x6 5x16 3x6 6-9-8 6-9-8 10-9-8 4-0-0 17-7-8 6-10-0 6-11-10 6-11-10 10-9-8 3-9-14 17-7-8 6-10-0 11-5-00-7-100-1-83-3-48-0-412.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [5:0-1-4,0-2-7], [7:0-9-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.56 0.43 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.14 -0.18 0.08 (loc) 6-12 6-12 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-7,3-6: 2x4 SPF Stud SLIDER Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)9=699/0-3-0, 5=699/0-3-8 Max Horz 9=-416(LC 5) Max Uplift 9=-212(LC 5), 5=-49(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-640/122, 1-8=-635/128, 1-2=-370/156, 2-3=-609/182, 3-5=-1244/117 BOT CHORD 7-9=-339/665, 6-7=-22/781, 5-6=-29/925 WEBS 1-7=-53/560, 2-7=-21/257, 3-7=-574/183, 3-6=0/514 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-11-10, Exterior(2) 6-11-10 to 9-11-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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 capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 9=212. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss T2 Truss Type Roof Special Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547044 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:26 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-u_PZ6Jqv3JizWi3?XeMejfkXgAKXEhx9PyZ75lzRSaJ Scale = 1:65.4 1 2 3 4 5 9 78 6 14 15 16 17 18 19 3x4 3x10 4x5 5x8 3x4 2x4 5x6 5x16 3x6 6-9-8 6-9-8 10-9-8 4-0-0 17-7-8 6-10-0 6-11-10 6-11-10 10-9-8 3-9-14 17-7-8 6-10-0 11-5-00-7-100-1-83-3-48-0-412.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [5:0-1-4,0-2-7], [7:0-9-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.56 0.43 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.14 -0.18 0.08 (loc) 6-12 6-12 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-7,3-6: 2x4 SPF Stud SLIDER Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)9=699/0-3-0, 5=699/0-3-8 Max Horz 9=-416(LC 5) Max Uplift 9=-212(LC 5), 5=-49(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-640/122, 1-8=-635/128, 1-2=-370/156, 2-3=-609/182, 3-5=-1244/117 BOT CHORD 7-9=-339/665, 6-7=-22/781, 5-6=-29/925 WEBS 1-7=-53/560, 2-7=-21/257, 3-7=-574/183, 3-6=0/514 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-11-10, Exterior(2) 6-11-10 to 9-11-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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 capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 9=212. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss U1 Truss Type Roof Special Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547008 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:26 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-u_PZ6Jqv3JizWi3?XeMejfkWLAKzEiB9PyZ75lzRSaJ Scale = 1:53.9 1 2 3 4 5 6 10 9 8 7 15 16 17 18 19 3x6 5x6 4x5 5x8 3x4 5x8 5x6 3x4 5x8 3x6 6-9-8 6-9-8 8-11-10 2-2-2 10-9-8 1-9-14 17-7-8 6-10-0 6-9-8 6-9-8 8-11-10 2-2-2 10-9-8 1-9-14 17-7-8 6-10-0 9-5-00-7-100-1-83-3-46-0-412.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-1-12], [6:0-1-4,0-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.58 0.41 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.13 -0.22 0.07 (loc) 7-13 9-10 6 l/defl >999 >933 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 1-10,1-9: 2x4 SPF No.2 SLIDER Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=699/0-3-0, 6=699/0-3-8 Max Horz 10=-339(LC 5) Max Uplift 10=-187(LC 5), 6=-57(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-639/143, 1-2=-546/148, 2-3=-529/135, 3-4=-858/245, 4-6=-1248/125 BOT CHORD 9-10=-181/445, 8-9=-175/555, 7-8=-43/785, 6-7=-51/929 WEBS 1-9=-43/707, 2-9=-344/274, 3-8=-225/668, 4-8=-659/271, 4-7=0/515 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-11-10, Exterior(2) 8-11-10 to 11-11-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 10=187. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V1 Truss Type VALLEY Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547046 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:27 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-MAzxJfqXqdrq7seC5MttGsHnZZk4z9XIdcJhdCzRSaI Scale = 1:69.1 1 2 3 4 5 8 7 6 9 10 3x4 4x5 2x4 3x6 2x4 2x4 2x4 2x4 0-0-4 0-0-4 11-11-0 11-10-12 11-5-0 11-5-0 11-11-0 0-6-0 0-0-411-5-010-11-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.23 0.16 0.28 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: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 4-6: 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 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-10-12. (lb) - Max Horz 1=360(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 7=-229(LC 8), 8=-210(LC 7) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=316(LC 8), 7=367(LC 1), 8=302(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-472/79, 2-3=-324/88 WEBS 3-7=-273/286, 2-8=-227/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-5-0, Interior(1) 3-5-0 to 11-5-0, Exterior(2) 11-5-0 to 11-9-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6 except (jt=lb) 7=229, 8=210. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V2 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547047 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:31 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-ExDS90u2urLGcTyzKBypQiSOGB5yv_7uYEHumzzRSaE Scale = 1:65.8 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x5 2x4 3x6 2x4 2x4 2x4 2x4 11-4-5 11-4-5 10-10-5 10-10-5 11-4-5 0-6-0 0-0-410-10-510-4-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.57 0.16 0.24 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: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF Stud *Except* 4-6: 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 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-4-1. (lb) - Max Horz 1=468(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-135(LC 5), 6=-133(LC 6), 7=-233(LC 8), 8=-199(LC 7) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=343(LC 6), 7=372(LC 1), 8=277(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-613/238, 2-3=-464/226, 4-5=-149/270 WEBS 4-6=-291/307, 3-7=-277/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 10-10-5, Exterior(2) 10-10-5 to 11-2-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 1, 133 lb uplift at joint 6, 233 lb uplift at joint 7 and 199 lb uplift at joint 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V3 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547048 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:33 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-BKKCaivIQTb_sn6LRc_HW7Xj3_mkNvBB0Ym?qrzRSaC Scale = 1:55.3 1 2 3 4 6 5 7 8 2x4 4x5 2x4 3x6 2x4 2x4 9-4-5 9-4-5 8-10-5 8-10-5 9-4-5 0-6-0 0-0-48-10-58-4-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.61 0.21 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: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 2-6: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=141/9-4-1, 5=136/9-4-1, 6=428/9-4-1 Max Horz 1=378(LC 6) Max Uplift 1=-77(LC 5), 5=-110(LC 6), 6=-254(LC 8) Max Grav 1=245(LC 6), 5=146(LC 5), 6=428(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-469/199 WEBS 3-5=-233/266, 2-6=-319/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 8-10-5, Exterior(2) 8-10-5 to 9-2-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 1, 110 lb uplift at joint 5 and 254 lb uplift at joint 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V4 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547049 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:33 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-BKKCaivIQTb_sn6LRc_HW7XgT_o6NvmB0Ym?qrzRSaC Scale = 1:45.8 1 2 3 4 7 6 5 8 9 10 2x4 4x5 2x4 2x4 2x4 2x4 2x4 9-11-15 9-11-15 7-3-13 7-3-13 9-11-15 2-8-2 0-0-47-3-1312.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.78 0.12 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 9-11-11. (lb) - Max Horz 1=270(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-235(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=344(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-440/163 WEBS 2-7=-263/284 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-5-9, Interior(1) 3-5-9 to 7-3-13, Exterior(2) 7-3-13 to 9-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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, 6 except (jt=lb) 7=235. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V5 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547050 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:34 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-fWuan2wwBmjrTwhY?KVW2L4rkO7m6N?KECVYNIzRSaB Scale = 1:45.9 1 2 3 4 6 5 7 8 9 2x4 4x5 2x4 3x6 2x4 2x4 7-11-15 7-11-15 7-3-13 7-3-13 7-11-15 0-8-2 0-0-47-3-1312.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.81 0.15 0.11 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: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=88/7-11-11, 5=152/7-11-11, 6=356/7-11-11 Max Horz 1=270(LC 6) Max Uplift 1=-72(LC 5), 5=-101(LC 6), 6=-228(LC 7) Max Grav 1=186(LC 6), 5=152(LC 1), 6=356(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-450/158 WEBS 2-6=-263/291 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-5-9, Interior(1) 3-5-9 to 7-3-13, Exterior(2) 7-3-13 to 7-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 except (jt=lb) 5=101, 6=228. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V6 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547051 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:34 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-fWuan2wwBmjrTwhY?KVW2L4tHO7w6MDKECVYNIzRSaB Scale = 1:45.8 1 2 3 4 6 5 7 8 9 10 2x4 4x5 2x4 3x6 2x4 2x4 7-4-5 7-4-5 6-10-5 6-10-5 7-4-5 0-6-0 0-0-46-10-56-4-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.65 0.14 0.16 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: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=53/7-4-1, 5=150/7-4-1, 6=342/7-4-1 Max Horz 1=288(LC 6) Max Uplift 1=-80(LC 5), 5=-96(LC 6), 6=-225(LC 7) Max Grav 1=204(LC 6), 5=150(LC 1), 6=342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-401/153 WEBS 2-6=-254/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-10-5, Exterior(2) 6-10-5 to 7-2-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=225. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V7 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547052 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:35 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-7jSz?OxYy4ri54FkZ10lbYc2?oTUrqYTTsF6vkzRSaA Scale = 1:40.9 1 2 3 5 4 6 7 8 2x4 2x4 2x4 2x4 2x4 6-8-11 6-8-11 0-0-46-8-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.65 0.12 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=47/6-8-7, 4=125/6-8-7, 5=326/6-8-7 Max Horz 1=239(LC 6) Max Uplift 1=-79(LC 5), 4=-82(LC 6), 5=-220(LC 7) Max Grav 1=176(LC 6), 4=125(LC 1), 5=326(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-440/149 WEBS 2-5=-244/283 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-6-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=220. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V8 Truss Type GABLE Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547053 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:35 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-7jSz?OxYy4ri54FkZ10lbYc7GoRLroRTTsF6vkzRSaA Scale = 1:44.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 3x4 3x4 4x5 3x4 3x4 8-4-0 8-4-0 -0-11-0 0-11-0 4-2-0 4-2-0 8-4-0 4-2-0 9-3-0 0-11-0 2-5-136-7-132-5-1312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.37 0.20 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 8-4-0. (lb) - Max Horz 16=-222(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 12 except 16=-245(LC 5), 10=-241(LC 6), 15=-263(LC 6), 11=-259(LC 5) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 14, 12 except 13=286(LC 8), 15=265(LC 5), 11=261(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-13=-277/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-2-0, Exterior(2) 4-2-0 to 7-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 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) 14, 12 except (jt=lb) 16=245, 10=241, 15=263, 11=259. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V9 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547054 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:36 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-bv0LCkxBjOzZjEqw7kX_7m9L2Cp9aHPdiW_fRAzRSa9 Scale = 1:40.7 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x5 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 13-3-0 13-2-12 6-7-8 6-7-8 13-3-0 6-7-8 0-0-46-7-80-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.10 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-2-8. (lb) - Max Horz 1=-185(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-213(LC 7), 6=-213(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=305(LC 11), 6=305(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-236/254, 4-6=-236/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-7-8, Exterior(2) 6-7-8 to 9-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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=213, 6=213. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V10 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547055 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:27 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-MAzxJfqXqdrq7seC5MttGsHjCZlezCYIdcJhdCzRSaI Scale = 1:36.3 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 5-11-15 5-11-15 0-0-45-11-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.51 0.12 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-15 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)1=-2/5-11-11, 4=125/5-11-11, 5=317/5-11-11 Max Horz 1=211(LC 6) Max Uplift 1=-86(LC 5), 4=-76(LC 6), 5=-215(LC 7) Max Grav 1=167(LC 6), 4=125(LC 1), 5=317(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-427/135 WEBS 2-5=-237/285 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=215. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V11 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547056 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:27 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-MAzxJfqXqdrq7seC5MttGsHlmZjpzCmIdcJhdCzRSaI Scale = 1:31.2 1 2 3 4 5 6 2x4 4x5 2x4 3x6 5-4-5 5-4-5 4-10-5 4-10-5 5-4-5 0-6-0 0-0-44-10-54-4-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.34 0.24 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-5 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)1=187/5-4-1, 4=198/5-4-1 Max Horz 1=198(LC 6) Max Uplift 4=-93(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) automatic zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-10-5, Exterior(2) 4-10-5 to 5-2-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V12 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547057 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:28 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-qNXJW?r9bwzhl?DOf3O6p4qxzz3ligARsG2E9ezRSaH Scale = 1:26.6 1 2 3 4 2x4 2x4 2x4 4-8-11 4-8-11 0-0-44-8-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.31 0.19 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: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 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)1=169/4-8-7, 3=169/4-8-7 Max Horz 1=162(LC 6) Max Uplift 1=-1(LC 5), 3=-77(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-6-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V13 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547058 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:28 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-qNXJW?r9bwzhl?DOf3O6p4qxuz3Xif7RsG2E9ezRSaH Scale = 1:31.5 1 2 3 4 5 6 7 8 2x4 4x5 2x4 2x4 0-0-4 0-0-4 9-4-9 9-4-5 4-8-5 4-8-5 9-4-9 4-8-5 0-0-44-8-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.32 0.21 0.07 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: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=212/9-4-1, 3=212/9-4-1, 4=270/9-4-1 Max Horz 1=-128(LC 5) Max Uplift 1=-63(LC 7), 3=-68(LC 8) Max Grav 1=212(LC 1), 3=212(LC 1), 4=271(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-8-5, Exterior(2) 4-8-5 to 7-8-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V14 Truss Type VALLEY Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547059 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:29 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-IZ5hkLsoME5YN9oaCmvLLHM6TNP0R7Tb5wonh4zRSaG Scale: 3/8"=1’ 1 2 3 4 5 6 7 8 9 10 4x5 2x4 2x4 2x4 8-4-0 8-4-0 -0-11-0 0-11-0 4-2-0 4-2-0 8-4-0 4-2-0 9-3-0 0-11-0 0-5-134-7-130-5-1312.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-1-0], [4:0-2-11,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.27 0.19 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 0.05 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=263/8-4-0, 4=263/8-4-0, 6=252/8-4-0 Max Horz 2=-131(LC 5) Max Uplift 2=-113(LC 7), 4=-121(LC 8) Max Grav 2=263(LC 1), 4=263(LC 1), 6=257(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-2-0, Exterior(2) 4-2-0 to 7-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=113, 4=121. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V15 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547060 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:29 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-IZ5hkLsoME5YN9oaCmvLLHM7CNPxR7Pb5wonh4zRSaG Scale = 1:23.0 1 2 3 4 2x4 2x4 2x4 3-11-15 3-11-15 0-0-43-11-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.22 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-15 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)1=140/3-11-11, 3=140/3-11-11 Max Horz 1=134(LC 6) Max Uplift 1=-1(LC 5), 3=-64(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 3-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V16 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547061 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:29 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-IZ5hkLsoME5YN9oaCmvLLHM9zNQnR7qb5wonh4zRSaG Scale = 1:17.3 1 2 3 4 2x4 4x5 2x4 3x6 3-4-5 3-4-5 2-10-5 2-10-5 3-4-5 0-6-0 0-0-42-10-52-4-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.11 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-5 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)1=107/3-4-1, 4=118/3-4-1 Max Horz 1=107(LC 6) Max Uplift 1=-4(LC 7), 4=-47(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V17 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547062 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:30 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-mlf4xhtQ7YDP_JNmmUQauVvK2nnPAafkJaXLEWzRSaF Scale = 1:16.6 1 2 3 2x4 2x4 2x4 2-8-11 2-8-11 0-0-42-8-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.05 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-11 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)1=89/2-8-7, 3=89/2-8-7 Max Horz 1=85(LC 6) Max Uplift 3=-41(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V18 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547063 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:30 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-mlf4xhtQ7YDP_JNmmUQauVvKxnnHAaKkJaXLEWzRSaF Scale = 1:19.2 1 2 3 4 2x4 4x5 2x4 2x4 0-0-4 0-0-4 5-4-9 5-4-5 2-8-5 2-8-5 5-4-9 2-8-5 0-0-42-8-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-9 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=114/5-4-1, 3=114/5-4-1, 4=146/5-4-1 Max Horz 1=-69(LC 5) Max Uplift 1=-41(LC 7), 3=-41(LC 7) Max Grav 1=114(LC 1), 3=114(LC 1), 4=146(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V19 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547064 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:31 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-ExDS90u2urLGcTyzKBypQiSVjB7Yv1buYEHumzzRSaE Scale = 1:18.9 1 2 3 4 2x4 4x5 2x4 2x4 0-0-4 0-0-4 5-3-9 5-3-5 2-7-13 2-7-13 5-3-9 2-7-13 0-0-42-7-130-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-9 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=112/5-3-1, 3=112/5-3-1, 4=143/5-3-1 Max Horz 1=-68(LC 5) Max Uplift 1=-40(LC 7), 3=-40(LC 7) Max Grav 1=112(LC 1), 3=112(LC 1), 4=143(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V20 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547065 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:32 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-i8nqMMugf9T7EdX9uvT2zw_hCaTKeU91nu0SIPzRSaD Scale = 1:12.9 1 2 3 2x4 2x4 2x4 1-11-15 1-11-15 0-0-41-11-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-15 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)1=60/1-11-11, 3=60/1-11-11 Max Horz 1=57(LC 6) Max Uplift 3=-27(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V21 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547066 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:32 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-i8nqMMugf9T7EdX9uvT2zw_h9aTEeUy1nu0SIPzRSaD Scale = 1:12.7 1 2 3 4 2x4 4x5 2x4 2x4 3-11-5 3-11-5 3-11-9 0-0-4 1-11-13 1-11-13 3-11-9 1-11-13 0-0-41-11-130-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.03 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-9 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=80/3-11-1, 3=80/3-11-1, 4=102/3-11-1 Max Horz 1=48(LC 6) Max Uplift 1=-29(LC 7), 3=-29(LC 7) Max Grav 1=80(LC 1), 3=80(LC 1), 4=102(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 1 and 29 lb uplift at joint 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss V22 Truss Type Valley Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547067 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:32 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-i8nqMMugf9T7EdX9uvT2zw_hmaTYeU91nu0SIPzRSaD Scale = 1:7.4 1 2 3 4x6 2x4 0-0-3 0-0-3 1-6-14 1-6-10 0-9-7 0-9-7 1-6-14 0-9-7 0-0-40-11-00-0-414.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8], [1:0-1-11,0-1-3], [2:0-1-14,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.01 0.01 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: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-14 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=37/1-6-7, 3=37/1-6-7 Max Horz 1=-17(LC 5) Max Uplift 1=-7(LC 7), 3=-7(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 1 and 7 lb uplift at joint 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss VB1 Truss Type GABLE Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547068 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:37 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-35ajP4ypUh5QKOP7gS2DgziLJb4YJdrmwAkDzczRSa8 Scale = 1:57.6 1 2 3 4 5 6 9 8 7 42 43 44 45 3x4 3x10 5x12 4x5 5x8 3x4 6x8 5x10 6-9-8 6-9-8 10-9-8 4-0-0 17-7-8 6-10-0 6-7-6 6-7-6 8-9-8 2-2-2 10-9-8 2-0-0 17-7-8 6-10-0 7-5-09-7-20-7-100-1-83-3-44-0-412.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-1-4,0-2-7], [7:0-3-0,0-2-8], [8:0-4-0,0-1-11], [13:0-2-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.85 0.40 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.14 -0.25 0.09 (loc) 7-40 8-9 6 l/defl >999 >851 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 1-8: 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-6 max.): 1-2. 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)9=699/0-3-0, 6=699/0-3-8 Max Horz 9=-371(LC 5) Max Uplift 9=-181(LC 5), 6=-64(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-640/85, 1-2=-817/124, 2-3=-634/126, 3-4=-1245/374, 4-6=-1244/114 BOT CHORD 8-9=-211/358, 7-8=-111/801, 6-7=0/924 WEBS 1-8=-0/919, 2-8=-338/224, 2-7=-538/130, 3-7=-378/1273, 4-7=-356/396 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-9-8, Exterior(2) 8-9-8 to 11-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 9=181. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss W1 Truss Type Common Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547069 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:37 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-35ajP4ypUh5QKOP7gS2DgziWqb3fJjlmwAkDzczRSa8 Scale = 1:53.8 1 2 3 4 5 6 7 8 15 16 17 18 19 20 3x10 5x8 4x5 2x4 2x4 3x10 8-4-0 8-4-0 16-8-0 8-4-0 -0-11-0 0-11-0 4-2-7 4-2-7 8-4-0 4-1-9 12-5-9 4-1-9 16-8-0 4-2-7 17-7-0 0-11-0 0-7-108-11-100-7-1012.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-0-7], [2:0-0-13,0-3-3], [2:0-3-8,Edge], [6:0-3-8,Edge], [6:0-0-13,0-3-3], [6:0-0-7,0-0-7], [8:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.18 0.46 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.01 (loc) 8-11 8-11 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-8: 2x4 SPF No.2 WEDGE Left: 2x6 SPF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=722/0-3-8, 6=722/0-3-8 Max Horz 2=-250(LC 5) Max Uplift 2=-113(LC 7), 6=-113(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-733/137, 3-4=-577/176, 4-5=-577/176, 5-6=-733/137 BOT CHORD 2-8=-98/473, 6-8=0/473 WEBS 4-8=-132/481 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-4-0, Exterior(2) 8-4-0 to 11-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=113, 6=113. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss W2 Truss Type Roof Special Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547070 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:38 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-XI85dQzRF?DGyY_JE9aSCBEez?QB23ew9qTmW3zRSa7 Scale = 1:59.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 23 24 25 26 4x5 3x6 2x4 5x10 5x10 2x4 3x6 3x6 3x4 5x12 5x8 3x6 3x4 5x12 1-2-3 1-2-3 2-3-8 1-1-5 8-4-0 6-0-8 14-4-8 6-0-8 15-5-13 1-1-5 16-8-0 1-2-3 -0-11-0 0-11-0 1-2-3 1-2-3 2-3-8 1-1-5 8-4-0 6-0-8 14-4-8 6-0-8 15-5-13 1-1-5 16-8-0 1-2-3 17-7-0 0-11-0 0-7-108-11-100-7-101-0-012.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-0-7], [2:0-0-13,0-3-3], [8:0-0-7,0-0-7], [8:0-0-13,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.34 0.44 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.13 0.08 (loc) 13-14 13-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-15,6-11: 2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 5-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 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=722/0-3-8, 8=722/0-3-8 Max Horz 2=-250(LC 5) Max Uplift 2=-113(LC 7), 8=-113(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-713/87, 3-4=-1243/149, 4-5=-689/135, 5-6=-689/131, 6-7=-1243/84, 7-8=-713/87 BOT CHORD 2-16=-117/422, 4-14=-3/363, 13-14=-299/1062, 12-13=-116/1062, 6-12=0/363, 8-10=0/422 WEBS 3-16=-466/59, 14-16=-126/538, 3-14=-149/583, 5-13=-34/481, 4-13=-692/352, 6-13=-692/286, 7-10=-466/0, 10-12=0/538, 7-12=-85/583 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-12, Interior(1) 2-1-12 to 8-4-0, Exterior(2) 8-4-0 to 11-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=113, 8=113. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss XB1 Truss Type GABLE Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547071 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:39 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-?UiTql_3?JL7aiZVot5hlOntZPoFndP3OUDJ2VzRSa6 Scale = 1:58.2 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 27 26 25 24 23 22 21 20 19 17 16 34 35 36 37 38 39 183x6 4x5 3x6 5x6 4-5-8 4-5-8 8-4-0 3-10-8 12-9-8 4-5-8 16-8-0 3-10-8 -0-11-0 0-11-0 8-4-0 8-4-0 16-8-0 8-4-0 17-7-0 0-11-0 0-7-108-11-100-7-1012.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-0-7], [2:0-0-13,0-3-3], [14:0-0-7,0-0-7], [14:0-0-13,0-3-3], [17:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.10 0.26 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 20-21 20-21 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 7-23,9-21: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 4-5-8 except (jt=length) 14=4-2-0, 17=4-2-0, 16=4-2-0, 25=0-3-8, 25=0-3-8, 18=0-3-8, 14=4-2-0. (lb) - Max Horz 2=-250(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 26, 17 except 27=-138(LC 7), 16=-139(LC 8), 25=-153(LC 7), 18=-178(LC 8) Max Grav All reactions 250 lb or less at joint(s) 26, 27, 17, 16 except 2=325(LC 1), 14=325(LC 1), 25=306(LC 11), 25=290(LC 1), 18=355(LC 12), 2=325(LC 1), 14=325(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/53, 3-4=-261/37, 5-6=-288/14, 6-7=-258/55, 9-10=-254/53, 10-11=-294/11, 12-13=-257/28, 13-14=-281/39 BOT CHORD 2-27=-10/273, 26-27=-10/273, 25-26=-10/273, 24-25=-10/273, 23-24=-10/273, 22-23=-10/273, 21-22=-10/273, 20-21=-10/273, 19-20=-10/273, 18-19=-10/273, 17-18=-10/273, 16-17=-10/273, 14-16=-10/273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-4-0, Exterior(2) 8-4-0 to 11-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 26, 17, 2, 14 except (jt=lb) 27=138, 16=139, 25=153, 18=178. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss YG1 Truss Type Roof Special Girder Qty 1 Ply 3 17010206 Drake Residence Job Reference (optional) I29547072 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:40 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-TgGs25?hmcT_Br8hMacwIcKySp0hWxsCd8ytaxzRSa5 Scale = 1:62.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 24 25 26 27 28 29 30 31 32 33 4x6 5x8 5x6 3x6 4x5 5x8 3x6 4x6 4x6 5x10 12x16 5x8 2x4 6x8 2x4 6x8 HUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 HUS26 1-3-3 1-3-3 2-3-8 1-0-5 5-3-12 3-0-4 11-4-4 6-0-8 14-4-8 3-0-4 15-4-13 1-0-5 16-8-0 1-3-3 1-0-0 1-0-0 2-3-8 1-3-8 5-3-12 3-0-4 8-4-0 3-0-4 11-4-4 3-0-4 14-4-8 3-0-4 15-4-13 1-0-5 16-8-0 1-3-3 0-7-108-11-100-7-101-0-012.00 12 Plate Offsets (X,Y)-- [1:0-1-10,Edge], [3:0-0-12,0-1-12], [8:0-3-4,0-4-8], [9:0-0-0,0-0-1], [10:0-3-8,0-2-8], [13:0-2-12,0-2-12], [14:0-1-12,0-2-12], [15:0-6-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.47 0.82 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.16 (loc) 13-14 13-14 9 l/defl >999 >846 n/a L/d 240 180 n/a PLATES MT20 Weight: 328 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-16,9-11: 2x6 SPF No.2, 12-15: 2x6 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except* 5-14,5-13: 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. REACTIONS.(lb/size)1=4737/0-3-8, 9=5143/0-3-8 Max Horz 1=246(LC 4) Max Uplift 1=-499(LC 5), 9=-543(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5162/549, 2-3=-10987/1227, 3-4=-6255/695, 4-5=-6232/854, 5-6=-6239/833, 6-7=-6275/685, 7-8=-10461/1087, 8-9=-5528/595 BOT CHORD 1-17=-449/3351, 16-17=-108/900, 15-16=-134/1317, 3-15=-572/4693, 14-15=-982/7977, 13-14=-277/2686, 12-13=-767/7717, 11-12=-79/834, 7-12=-395/4092, 10-11=-94/895, 9-10=-361/3636 WEBS 2-17=-3643/448, 15-17=-508/3620, 2-15=-511/4470, 8-10=-4353/433, 10-12=-448/4591, 8-12=-396/4103, 5-14=-643/4581, 5-13=-630/4599, 7-13=-3570/481, 3-14=-3877/566 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 8-10 2x4 - 2 rows staggered at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=499, 9=543. 7) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 14-0-0 oc max. starting at 1-8-12 from the left end to 15-8-12 to connect truss(es) to front face of bottom chord. 8) Use Simpson Strong-Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 3-8-12 from the left end to 13-8-12 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 Job A Truss YG1 Truss Type Roof Special Girder Qty 1 Ply 3 17010206 Drake Residence Job Reference (optional) I29547072 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:40 2017 Page 2 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-TgGs25?hmcT_Br8hMacwIcKySp0hWxsCd8ytaxzRSa5 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-9=-60, 16-18=-20, 12-15=-20, 11-21=-20 Concentrated Loads (lb) Vert: 26=-1068(F) 27=-1068(F) 28=-1068(F) 29=-1068(F) 30=-1068(F) 31=-1068(F) 32=-1068(F) 33=-1069(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job A Truss Z1 Truss Type Half Hip Qty 1 Ply 1 17010206 Drake Residence Job Reference (optional) I29547073 8.030 s Jan 23 2017 MiTek Industries, Inc. Wed Apr 12 12:48:40 2017 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:avvaS?ho1n0h9CYf_5bWgmz4mYs-TgGs25?hmcT_Br8hMacwIcKwTp7xW?0Cd8ytaxzRSa5 Scale = 1:70.7 1 2 3 4 7 6 5 89 10 11 12 6x8 3x6 2x4 3x10 3x4 6x8 6-8-0 6-8-0 14-3-8 7-7-8 -0-11-0 0-11-0 6-8-0 6-8-0 14-3-8 7-7-8 5-11-412-7-412.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.60 0.36 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 -0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2, 2-7: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 7-2-6 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=623/0-3-8, 5=554/0-3-8 Max Horz 7=481(LC 6) Max Uplift 7=-74(LC 5), 5=-294(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-387/186, 2-7=-566/221 BOT CHORD 6-7=-647/373, 5-6=-351/253 WEBS 3-5=-317/423, 2-6=-162/392 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=70ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-8-0, Exterior(2) 6-8-0 to 10-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=294. 5) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 12,2017 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)' 2012 MiTekﬁ All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.