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HomeMy WebLinkAboutTLR-004 Seal Truss Drawings16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. 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). April 4,2019 Galinski, John Pages or sheets covered by this seal: I36630402 thru I36630428 My license renewal date for the state of Indiana is July 31, 2020. 19030240-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: Fischer Homes 4 Tallyns Ridge 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss A Truss Type Piggyback Base Qty 5 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630402 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:20:38 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-G4TBxvKDH?Gf4HZz7bKEpoe?jnLQABTjknX02PzUB?t Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 21 22 23 24 25 26 27 28 29 30 31 3x6 5x6 5x6 3x6 6x10 3x5 3x5 4x8 3x5 2x4 4x8 3x5 4x8 3x5 2x4 6x10 3x5 3x5 4x8 7-10-12 7-10-12 15-6-0 7-7-4 24-1-0 8-7-0 31-8-4 7-7-4 39-7-0 7-10-12 -1-0-0 1-0-0 7-10-12 7-10-12 15-6-0 7-7-4 19-9-8 4-3-8 24-1-0 4-3-8 31-8-4 7-7-4 39-7-0 7-10-12 40-7-0 1-0-0 0-8-011-0-00-8-011-0-08.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-13], [12:Edge,0-2-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.67 0.75 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.57 0.15 (loc) 16-17 16-17 12 l/defl >999 >828 n/a L/d 240 180 n/a PLATES MT20 Weight: 194 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-18: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 4-8-1, Right 2x4 SPF Stud 4-8-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except 2-0-0 oc purlins (4-4-7 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 7-17, 7-16, 10-16 REACTIONS.(lb/size)2=1826/0-3-8, 12=1826/0-3-8 Max Horz 2=250(LC 6) Max Uplift 2=-137(LC 7), 12=-137(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2682/230, 4-6=-2061/269, 6-7=-1624/276, 7-8=-1623/276, 8-10=-2061/269, 10-12=-2682/230 BOT CHORD 2-19=-152/2120, 17-19=-152/2120, 16-17=-66/1658, 14-16=-103/2120, 12-14=-103/2120 WEBS 4-19=0/331, 4-17=-636/180, 6-17=-33/745, 7-17=-250/193, 7-16=-250/193, 8-16=-33/745, 10-16=-636/180, 10-14=0/331 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 4-4-11, Interior(1) 4-4-11 to 15-6-0, Exterior(2) 15-6-0 to 23-1-8, Interior(1) 23-1-8 to 24-1-0, Exterior(2) 24-1-0 to 31-8-4, Interior(1) 31-8-4 to 40-7-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 12. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss A1 Truss Type Piggyback Base Qty 6 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630403 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:20:39 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-kG1Z8FLr2IOWhR89hJrUL0B83AhevehszQHabrzUB?s Scale = 1:76.4 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 28 29 30 3x6 5x6 5x6 3x6 6x10 3x5 3x5 4x8 3x5 2x4 4x8 3x5 4x8 3x5 2x4 6x10 3x5 3x5 4x8 7-10-12 7-10-12 15-6-0 7-7-4 24-1-0 8-7-0 31-8-4 7-7-4 39-7-0 7-10-12 -1-0-0 1-0-0 7-10-12 7-10-12 15-6-0 7-7-4 19-9-8 4-3-8 24-1-0 4-3-8 31-8-4 7-7-4 39-7-0 7-10-12 0-8-011-0-00-8-011-0-08.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-13], [12:0-0-0,0-2-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.83 0.75 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.57 0.15 (loc) 15-16 15-16 12 l/defl >999 >827 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 *Except* 14-17: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 4-8-1, Right 2x4 SPF Stud 4-8-1 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-4-7 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 7-16, 7-15, 10-15 REACTIONS.(lb/size)2=1827/0-3-8, 12=1772/0-3-8 Max Horz 2=254(LC 6) Max Uplift 2=-137(LC 7), 12=-102(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2683/233, 4-6=-2062/271, 6-7=-1625/278, 7-8=-1625/277, 8-10=-2063/274, 10-12=-2686/233 BOT CHORD 2-18=-156/2121, 16-18=-156/2121, 15-16=-70/1659, 13-15=-110/2125, 12-13=-110/2125 WEBS 4-18=0/331, 4-16=-636/180, 6-16=-33/745, 7-16=-251/193, 7-15=-250/193, 8-15=-36/746, 10-15=-641/183, 10-13=0/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 4-4-11, Interior(1) 4-4-11 to 15-6-0, Exterior(2) 15-6-0 to 23-1-8, Interior(1) 23-1-8 to 24-1-0, Exterior(2) 24-1-0 to 31-8-4, Interior(1) 31-8-4 to 39-7-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 12. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss A2 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630404 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:20:40 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-CSbxMbLTpcWNJbjMF0MjuDjJEa_se_p?B4077HzUB?r Scale = 1:82.1 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 32 33 34 3x6 6x8 5x6 3x6 8x12 2x4 2x4 3x6 3x5 5x8 3x5 6x10 6x10 3x5 4x8 3x5 2x4 6x10 3x5 3x5 5x10 3x6 2x4 3x6 2-3-8 2-3-8 3-2-0 0-10-8 8-4-0 5-2-0 14-4-8 6-0-8 15-6-0 1-1-8 24-1-0 8-7-0 31-8-4 7-7-4 39-7-0 7-10-12 -1-0-0 1-0-0 2-3-8 2-3-8 3-2-0 0-10-8 8-4-0 5-2-0 14-4-8 6-0-8 15-6-0 1-1-8 19-9-8 4-3-8 24-1-0 4-3-8 31-8-4 7-7-4 39-7-0 7-10-12 0-8-011-0-00-8-00-11-80-8-011-0-08.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [2:0-3-7,0-2-8], [7:0-5-8,0-1-12], [13:0-0-0,0-3-1], [19:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.80 0.94 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.59 0.25 (loc) 16-17 16-17 13 l/defl >999 >802 n/a L/d 240 180 n/a PLATES MT20 Weight: 227 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-21: 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 17-19,3-21,22-23: 2x4 SPF Stud SLIDER Right 2x4 SPF Stud 4-8-1 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-5-12 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 6-19 WEBS 1 Row at midpt 7-17, 8-17, 8-16, 11-16 REACTIONS.(lb/size)13=1724/0-3-8, 2=1663/0-3-8 Max Horz 2=253(LC 6) Max Uplift 13=-102(LC 8), 2=-142(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4286/324, 3-5=-2536/254, 5-6=-2082/279, 6-7=-2007/381, 7-8=-1520/273, 8-9=-1553/275, 9-11=-1978/272, 11-13=-2608/233 BOT CHORD 20-21=-286/2895, 19-20=-158/2076, 18-19=-298/0, 16-17=-69/1578, 14-16=-109/2061, 13-14=-109/2061, 2-21=-328/3537 WEBS 3-20=-869/163, 5-20=0/374, 5-19=-558/146, 17-19=-13/1693, 7-19=-232/1192, 8-17=-292/185, 9-16=-39/706, 11-16=-648/183, 11-14=0/338, 3-21=-75/1395 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 4-4-11, Interior(1) 4-4-11 to 15-6-0, Exterior(2) 15-6-0 to 23-1-8, Interior(1) 23-1-8 to 24-1-0, Exterior(2) 24-1-0 to 31-8-4, Interior(1) 31-8-4 to 39-7-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 2. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss A3 Truss Type Piggyback Base Qty 1 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630405 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:20:41 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-gf9JZxM5awfExlIYpjtyRRGWF_K4NR49QkmhfkzUB?q Scale = 1:81.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 25 26 27 28 29 30 31 32 33 34 35 3x6 6x8 5x6 3x6 8x12 2x4 2x4 3x6 3x5 5x8 3x5 6x10 6x10 3x5 4x8 3x5 2x4 6x10 3x5 3x5 5x10 3x6 2x4 3x6 2-3-8 2-3-8 3-2-0 0-10-8 8-4-0 5-2-0 14-4-8 6-0-8 15-6-0 1-1-8 24-1-0 8-7-0 31-8-4 7-7-4 39-7-0 7-10-12 -1-0-0 1-0-0 2-3-8 2-3-8 3-2-0 0-10-8 8-4-0 5-2-0 14-4-8 6-0-8 15-6-0 1-1-8 19-9-8 4-3-8 24-1-0 4-3-8 31-8-4 7-7-4 39-7-0 7-10-12 40-7-0 1-0-0 0-8-011-0-00-8-00-11-80-8-011-0-08.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [2:0-3-7,0-2-8], [7:0-5-8,0-1-12], [13:0-0-0,0-3-1], [20:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.65 0.94 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.59 0.25 (loc) 17-18 17-18 13 l/defl >999 >803 n/a L/d 240 180 n/a PLATES MT20 Weight: 228 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-22: 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 18-20,3-22,23-24: 2x4 SPF Stud SLIDER Right 2x4 SPF Stud 4-8-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-12 oc purlins, except 2-0-0 oc purlins (4-5-12 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 6-20 WEBS 1 Row at midpt 7-18, 8-18, 8-17, 11-17 REACTIONS.(lb/size)13=1779/0-3-8, 2=1663/0-3-8 Max Horz 2=249(LC 6) Max Uplift 13=-137(LC 8), 2=-142(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4284/310, 3-5=-2535/249, 5-6=-2081/275, 6-7=-2006/378, 7-8=-1519/271, 8-9=-1552/275, 9-11=-1976/268, 11-13=-2603/229 BOT CHORD 21-22=-280/2894, 20-21=-154/2075, 19-20=-298/0, 17-18=-65/1576, 15-17=-102/2056, 13-15=-102/2056, 2-22=-321/3536 WEBS 3-21=-868/161, 5-21=0/374, 5-20=-558/146, 18-20=-9/1692, 7-20=-225/1192, 8-18=-291/185, 9-17=-35/704, 11-17=-643/180, 11-15=0/335, 3-22=-72/1395 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 4-4-11, Interior(1) 4-4-11 to 15-6-0, Exterior(2) 15-6-0 to 23-1-8, Interior(1) 23-1-8 to 24-1-0, Exterior(2) 24-1-0 to 31-8-4, Interior(1) 31-8-4 to 40-7-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 2. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss AB Truss Type GABLE Qty 1 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630406 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:20:44 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-4EqSBzO_tr1poC07UsRf23uAdBZoay7b6i_LG3zUB?n Scale = 1:79.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2122 23 24 25 26 27 28 29 30 31 32 33 34 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 64 65 5x6 5x6 3x5 3x5 3x6 5x6 5x6 3x5 3x5 3x6 39-7-0 39-7-0 -1-0-0 1-0-0 15-6-0 15-6-0 24-1-0 8-7-0 39-7-0 15-6-0 0-8-011-0-00-8-011-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-0-3], [4:0-3-0,0-3-0], [14:0-0-0,0-1-12], [14:0-4-8,0-2-8], [15:0-1-12,0-0-0], [21:0-1-12,0-0-0], [22:0-0-0,0-1-12], [22:0-4-8,0-2-8], [32:0-3-0,0-3-0] , [34:0-2-9,0-0-3], [46:0-1-8,0-1-8], [52:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.07 0.04 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 1 1 34 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 318 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* 7-60,6-61,5-62,4-63,29-38,30-37,31-36,32-35: 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, except 2-0-0 oc purlins (6-0-0 max.): 14-22. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 18-49, 17-50, 16-51, 15-53, 13-54, 12-55, 11-56, 19-48, 20-47, 21-45, 23-44, 24-43, 25-42 REACTIONS.All bearings 39-7-0. (lb) - Max Horz 2=254(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 48, 47, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 Max Grav All reactions 250 lb or less at joint(s) 2, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 48, 47, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 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=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 4-4-11, Exterior(2) 4-4-11 to 15-6-0, Corner(3) 15-6-0 to 21-1-8, Exterior(2) 21-1-8 to 24-1-0, Corner(3) 24-1-0 to 29-5-11, Exterior(2) 29-5-11 to 39-7-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss AB1 Truss Type GABLE Qty 1 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630407 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:20:46 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-1cyCceQEPSHX1WAVbHT78UzW5?FH2sdua0TSKxzUB?l Scale = 1:78.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2122 23 24 25 26 27 28 29 30 31 32 33 34 35 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 65 66 5x6 5x6 3x5 3x5 3x6 5x6 5x6 3x6 3x5 3x5 39-7-0 39-7-0 -1-0-0 1-0-0 15-6-0 15-6-0 24-1-0 8-7-0 39-7-0 15-6-0 40-7-0 1-0-0 0-8-011-0-00-8-011-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-0-3], [4:0-3-0,0-3-0], [14:0-0-0,0-1-12], [14:0-4-8,0-2-8], [15:0-1-12,0-0-0], [21:0-1-12,0-0-0], [22:0-0-0,0-1-12], [22:0-4-8,0-2-8], [32:0-3-0,0-3-0] , [34:0-2-9,0-0-3], [47:0-1-8,0-1-8], [53:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.07 0.04 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 34 35 34 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 319 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* 7-61,6-62,5-63,4-64,29-39,30-38,31-37,32-36: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-6-4, Right 2x4 SPF Stud 1-6-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 14-22. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 18-50, 17-51, 16-52, 15-54, 13-55, 12-56, 11-57, 19-49, 20-48, 21-46, 23-45, 24-44, 25-43 REACTIONS.All bearings 39-7-0. (lb) - Max Horz 2=-250(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 49, 48, 44, 43, 42, 41, 40, 39, 38, 37, 36, 34 Max Grav All reactions 250 lb or less at joint(s) 2, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 49, 48, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 34 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=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 4-4-11, Exterior(2) 4-4-11 to 15-6-0, Corner(3) 15-6-0 to 21-1-8, Exterior(2) 21-1-8 to 24-1-0, Corner(3) 24-1-0 to 29-5-11, Exterior(2) 29-5-11 to 40-7-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss B Truss Type Piggyback Base Qty 3 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630408 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:20:47 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-VoWaq_RsAmPOfgli9__MghWYTPPynDl1ogD?tNzUB?k Scale = 1:76.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 3x6 5x10 5x8 3x6 6x10 3x5 3x5 3x6 3x5 2x4 3x5 2x4 4x8 3x5 3x5 3x10 3x5 4x6 3x6 7-10-12 7-10-12 15-6-0 7-7-4 20-11-0 5-5-0 26-4-0 5-5-0 32-9-12 6-5-12 39-7-0 6-9-4 -1-0-0 1-0-0 7-10-12 7-10-12 15-6-0 7-7-4 20-11-0 5-5-0 26-4-0 5-5-0 32-9-12 6-5-12 39-7-0 6-9-4 0-8-011-0-02-2-011-0-08.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-13], [8:0-5-12,0-2-0], [11:0-3-0,0-1-8], [13:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.67 0.78 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.32 0.12 (loc) 16-17 17-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 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* 11-12: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 4-8-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-4 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 7-16, 9-14 REACTIONS.(lb/size)2=1825/0-3-8, 12=1724/0-3-8 Max Horz 2=277(LC 6) Max Uplift 2=-137(LC 7), 12=-99(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2688/229, 4-6=-2047/271, 6-7=-1669/284, 7-8=-1669/284, 8-9=-1896/272, 9-11=-2003/201, 11-12=-1668/185 BOT CHORD 2-19=-223/2124, 17-19=-223/2124, 16-17=-158/1609, 14-16=-64/1489, 13-14=-118/1594 WEBS 4-19=0/353, 4-17=-653/176, 6-17=-22/614, 6-16=-184/284, 7-16=-314/180, 8-16=-170/507, 8-14=-33/366, 11-13=-90/1594 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 4-4-11, Interior(1) 4-4-11 to 15-6-0, Exterior(2) 15-6-0 to 23-1-8, Interior(1) 23-1-8 to 26-4-0, Exterior(2) 26-4-0 to 33-11-8, Interior(1) 33-11-8 to 39-5-4 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 12. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss B1 Truss Type Piggyback Base Qty 7 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630409 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:20:48 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-z?4z1KSUx3XEGpKujiVbDv2jDpkBWg?B1KyYPqzUB?j Scale = 1:76.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 3x6 5x10 5x8 3x6 6x10 3x5 3x5 3x6 3x5 2x4 3x5 2x4 4x8 3x5 3x5 3x10 3x5 4x6 3x6 7-10-12 7-10-12 15-6-0 7-7-4 20-11-0 5-5-0 26-4-0 5-5-0 32-9-12 6-5-12 39-7-0 6-9-4 -1-0-0 1-0-0 7-10-12 7-10-12 15-6-0 7-7-4 20-11-0 5-5-0 26-4-0 5-5-0 32-9-12 6-5-12 39-7-0 6-9-4 0-8-011-0-02-2-011-0-08.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-13], [8:0-5-12,0-2-0], [11:0-3-0,0-1-8], [13:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.67 0.78 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.32 0.12 (loc) 16-17 17-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 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* 11-12: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 4-8-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-4 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 7-16, 9-14 REACTIONS.(lb/size)2=1825/0-3-8, 12=1724/Mechanical Max Horz 2=277(LC 6) Max Uplift 2=-137(LC 7), 12=-99(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2688/229, 4-6=-2047/271, 6-7=-1669/284, 7-8=-1669/284, 8-9=-1896/272, 9-11=-2003/201, 11-12=-1668/185 BOT CHORD 2-19=-223/2124, 17-19=-223/2124, 16-17=-158/1609, 14-16=-64/1489, 13-14=-118/1594 WEBS 4-19=0/353, 4-17=-653/176, 6-17=-22/614, 6-16=-184/284, 7-16=-314/180, 8-16=-170/507, 8-14=-33/366, 11-13=-90/1594 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 4-4-11, Interior(1) 4-4-11 to 15-6-0, Exterior(2) 15-6-0 to 23-1-8, Interior(1) 23-1-8 to 26-4-0, Exterior(2) 26-4-0 to 33-11-8, Interior(1) 33-11-8 to 39-5-4 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss BB Truss Type GABLE Qty 1 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630410 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:20:51 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-Nal5fMUND_vp7H2TOq3IqXgM30xxj7gdjIBC09zUB?g Scale = 1:79.2 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 28 29 30 31 32 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 65 66 3x5 5x6 3x6 5x6 5x6 5x6 3x6 39-7-0 39-7-0 -1-0-0 1-0-0 15-6-0 15-6-0 26-4-0 10-10-0 39-7-0 13-3-0 0-8-011-0-02-2-011-0-08.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [3:0-3-0,0-3-0], [13:0-4-8,0-2-8], [13:0-0-0,0-1-12], [14:0-1-12,0-0-0], [22:0-4-4,0-2-4], [30:0-3-0,0-3-0], [46:0-1-8,0-1-8], [52:0-1-8,0-1-8], [64:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.08 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 33 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 334 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* 6-60,5-61,4-62,3-63,29-36,30-35,31-34: 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.): 13-22. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 17-49, 16-50, 15-51, 14-53, 12-54, 11-55, 10-56, 18-48, 19-47, 20-45, 21-44, 22-43, 23-42, 24-41 REACTIONS.All bearings 39-7-0. (lb) - Max Horz 64=283(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 33, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 48, 47, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 except 64=-163(LC 5), 63=-101(LC 6) Max Grav All reactions 250 lb or less at joint(s) 64, 33, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 48, 47, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/252, 11-12=-57/277, 12-13=-32/281, 13-14=-20/257, 14-15=-20/257, 15-16=-20/257, 16-17=-20/257, 17-18=-20/257, 18-19=-20/257, 19-20=-20/257, 20-21=-20/257, 21-22=-21/257, 22-23=-28/292, 23-24=-24/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 4-4-11, Exterior(2) 4-4-11 to 15-6-0, Corner(3) 15-6-0 to 21-1-8, Exterior(2) 21-1-8 to 26-4-0, Corner(3) 26-4-0 to 31-9-8, Exterior(2) 31-9-8 to 39-5-4 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 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss BB1 Truss Type GABLE Qty 1 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630411 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:20:55 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-GL?cVjXtHDPFcuMEdg8E?NrvSd7qfqjDew9Q9wzUB?c Scale = 1:76.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 62 63 64 65 66 67 68 69 70 71 72 3x6 5x10 5x8 3x6 6x10 3x5 3x5 3x6 3x5 3x5 4x8 3x5 3x5 3x10 3x5 4x6 3x6 7-10-12 7-10-12 15-6-0 7-7-4 20-11-0 5-5-0 26-4-0 5-5-0 32-9-12 6-5-12 39-7-0 6-9-4 -1-0-0 1-0-0 7-10-12 7-10-12 15-6-0 7-7-4 20-11-0 5-5-0 26-4-0 5-5-0 32-9-12 6-5-12 39-7-0 6-9-4 0-8-011-0-02-2-011-0-08.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-13], [8:0-5-12,0-2-0], [11:0-3-0,0-1-8], [13:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.67 0.78 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.32 0.12 (loc) 16-17 17-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 358 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* 11-12: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 32-33,35-36,38-39,40-41,42-44,45-46,48-50,51-52,53-55,57-58,60-61: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 4-8-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-4 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 7-16, 9-14 REACTIONS.(lb/size)2=1825/0-3-8, 12=1724/Mechanical Max Horz 2=277(LC 6) Max Uplift 2=-137(LC 7), 12=-99(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2688/229, 4-6=-2047/271, 6-7=-1669/284, 7-8=-1669/284, 8-9=-1896/272, 9-11=-2003/201, 11-12=-1668/185 BOT CHORD 2-19=-223/2124, 17-19=-223/2124, 16-17=-158/1609, 14-16=-64/1489, 13-14=-118/1594 WEBS 4-19=0/353, 4-17=-653/176, 6-17=-22/614, 6-16=-184/284, 7-16=-314/180, 8-16=-170/507, 8-14=-33/366, 11-13=-90/1594 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 4-4-11, Interior(1) 4-4-11 to 15-6-0, Exterior(2) 15-6-0 to 23-1-8, Interior(1) 23-1-8 to 26-4-0, Exterior(2) 26-4-0 to 33-11-8, Interior(1) 33-11-8 to 39-5-4 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 11) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss CB Truss Type GABLE Qty 1 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630412 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:20:56 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-kXZ_j3YV2XX6E2xQBNfTXbOAR1d1ONEMtauzhMzUB?b Scale = 1:45.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 3x5 3x5 4x5 3x5 3x5 14-8-8 14-8-8 -1-0-0 1-0-0 7-4-4 7-4-4 14-8-8 7-4-4 15-8-8 1-0-0 2-2-07-0-132-2-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.27 0.14 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 95 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* 8-22,7-23,9-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-8-8. (lb) - Max Horz 28=-180(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-330(LC 5), 16=-314(LC 6), 27=-297(LC 6), 17=-284(LC 5) Max Grav All reactions 250 lb or less at joint(s) 22, 23, 24, 25, 26, 21, 20, 19, 18 except 28=303(LC 6), 16=287(LC 5), 27=314(LC 5), 17=301(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=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 4-8-4, Exterior(2) 4-8-4 to 7-4-4, Corner(3) 7-4-4 to 12-8-4, Exterior(2) 12-8-4 to 15-8-8 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss CG Truss Type Common Girder Qty 1 Ply 2 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630413 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:20:57 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-Ck7MwPY7pqgzrCWdl5Ai4owI6RvD7hSW6EeXDozUB?a Scale = 1:46.7 1 2 3 4 5 6 10 9 8 711121314151617 4x8 3x5 10x12 4x8 10x12 4x8 3x5 5x6 5x6 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 5-0-0 5-0-0 9-8-8 4-8-8 14-8-8 5-0-0 -1-0-0 1-0-0 3-9-14 3-9-14 7-4-4 3-6-6 10-10-10 3-6-6 14-8-8 3-9-14 2-2-07-0-132-2-08.00 12 Plate Offsets (X,Y)-- [8:0-6-0,0-5-12], [9:0-6-0,0-5-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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-S 0.47 0.40 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.11 0.02 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 212 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 5-8,3-9: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=5976/0-3-8, 7=7086/0-3-8 Max Horz 10=184(LC 4) Max Uplift 10=-454(LC 5), 7=-490(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-424/126, 3-4=-5455/478, 4-5=-5498/479, 5-6=-402/94, 2-10=-410/148, 6-7=-319/84 BOT CHORD 9-10=-318/4086, 8-9=-234/3500, 7-8=-261/4121 WEBS 4-8=-248/3151, 5-8=-138/1636, 4-9=-246/3052, 3-9=-136/1636, 3-10=-5827/374, 5-7=-5893/393 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 7. This connection is for uplift only and does not consider lateral forces. 8) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 14-0-12 to connect truss(es) to back face of bottom chord. 9) 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=-54, 2-4=-54, 4-6=-54, 7-10=-20 Continued on page 2 April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss CG Truss Type Common Girder Qty 1 Ply 2 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630413 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:20:57 2019 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-Ck7MwPY7pqgzrCWdl5Ai4owI6RvD7hSW6EeXDozUB?a LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-1704(B) 12=-1704(B) 13=-1704(B) 14=-1704(B) 15=-1704(B) 16=-1704(B) 17=-1709(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss CP Truss Type Piggyback Qty 10 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630414 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:20:58 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-gwgk7lZma8oqTM5pIohxd0TV4rI0sImfKuN4mFzUB?Z Scale = 1:22.8 1 2 3 4 5 6 4x5 2x4 2x4 2x4 10-10-0 10-10-0 5-5-0 5-5-0 10-10-0 5-5-0 0-4-73-7-50-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.33 0.24 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.03 0.00 (loc) 5 5 4 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 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. REACTIONS.(lb/size)2=213/9-4-2, 4=213/9-4-2, 6=315/9-4-2 Max Horz 2=-74(LC 5) Max Uplift 2=-70(LC 7), 4=-71(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss CP1 Truss Type Piggyback Qty 16 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630415 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:20:58 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-gwgk7lZma8oqTM5pIohxd0TYHrJbsI4fKuN4mFzUB?Z Scale = 1:19.0 1 2 3 4 5 6 4x5 2x4 2x4 2x4 8-7-0 8-7-0 4-3-8 4-3-8 8-7-0 4-3-8 0-4-72-10-50-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.19 0.14 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 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. REACTIONS.(lb/size)2=169/7-1-2, 4=169/7-1-2, 6=238/7-1-2 Max Horz 2=-57(LC 5) Max Uplift 2=-58(LC 7), 4=-59(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss CPB Truss Type GABLE Qty 2 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630416 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:20:59 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-86E7L5aOLSwh5Wg?sVCA9D0lJEhUblXoZY7eIhzUB?Y Scale = 1:21.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x5 10-10-0 10-10-0 5-5-0 5-5-0 10-10-0 5-5-0 0-4-73-7-50-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 8 9 8 l/defl n/r n/r n/a L/d 120 90 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 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. REACTIONS.All bearings 9-4-2. (lb) - Max Horz 2=-74(LC 5) 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=4.2psf; BCDL=6.0psf; h=25ft; 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss CPB1 Truss Type GABLE Qty 2 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630417 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:21:00 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-dJoVYRb06l2YjfFCQDjPiRYwue1bKCjyoCsBq7zUB?X Scale = 1:19.2 1 2 3 4 5 6 7 10 9 8 4x5 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-7-0 8-7-0 4-3-8 4-3-8 8-7-0 4-3-8 0-4-72-10-50-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 25 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. REACTIONS.All bearings 7-1-2. (lb) - Max Horz 2=-57(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss G Truss Type Common Qty 6 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630418 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:21:01 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-5VMtmncet3AOKppO_wEeEe5?s28i3cn50sckMZzUB?W Scale = 1:40.8 1 2 3 4 5 6 7 8 9 10 4x5 4x8 6x12 2x4 2x4 4x8 11-0-0 11-0-0 22-0-0 11-0-0 -1-0-0 1-0-0 5-7-7 5-7-7 11-0-0 5-4-9 16-4-9 5-4-9 22-0-0 5-7-7 23-0-0 1-0-0 0-6-06-0-00-6-06.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-5], [6:Edge,0-0-5], [8:0-6-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.42 0.94 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.75 0.05 (loc) 6-8 6-8 6 l/defl >896 >347 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.(lb/size)2=865/0-3-8, 6=865/0-3-8 Max Horz 2=61(LC 7) Max Uplift 2=-122(LC 7), 6=-122(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1296/200, 3-4=-989/137, 4-5=-989/137, 5-6=-1296/200 BOT CHORD 2-8=-147/1102, 6-8=-126/1102 WEBS 4-8=-1/594, 5-8=-342/185, 3-8=-342/185 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 4-4-11, Interior(1) 4-4-11 to 11-0-0, Exterior(2) 11-0-0 to 16-6-8, Interior(1) 16-6-8 to 23-0-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss GB Truss Type GABLE Qty 1 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630419 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:21:02 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-ZhwFz7cGeNIFyzOaXemtnseFzSheo6qFFVLIv0zUB?V Scale = 1:40.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 4x5 3x5 5x6 3x5 22-0-0 22-0-0 -1-0-0 1-0-0 11-0-0 11-0-0 22-0-0 11-0-0 23-0-0 1-0-0 0-6-06-0-00-6-06.00 12 Plate Offsets (X,Y)-- [24:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.07 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 16 17 16 l/defl n/r n/r n/a L/d 120 90 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 OTHERS 2x4 SPF Stud *Except* 9-24: 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.All bearings 22-0-0. (lb) - Max Horz 2=61(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18, 16 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=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 4-4-0, Exterior(2) 4-4-0 to 11-0-0, Corner(3) 11-0-0 to 16-4-0, Exterior(2) 16-4-0 to 23-0-0 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 requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18, 16. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss GB1 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630420 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:21:02 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-ZhwFz7cGeNIFyzOaXemtnseF0Si8o6dFFVLIv0zUB?V Scale = 1:10.3 1 2 3 4 2x4 2x4 2x4 -1-0-0 1-0-0 1-11-8 1-11-8 0-6-01-5-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 7 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 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=52/1-11-8, 2=136/1-11-8 Max Horz 2=39(LC 6) Max Uplift 4=-9(LC 8), 2=-50(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=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss M Truss Type Monopitch Qty 7 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630421 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:21:03 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-1tUdBTduPgQ6a7zn5LH6K3ANrs1CXZgOU95rRSzUB?U Scale: 1"=1' 1 2 3 4 5 6 6x8 2x4 4x5 2-0-0 2-0-0 -2-0-0 2-0-0 2-0-0 2-0-0 0-6-01-6-00-7-01-6-06.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-1], [3:0-4-11,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.26 0.11 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 2 2-4 6 l/defl >999 >999 n/a L/d 240 180 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 2x6 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)2=234/0-3-8, 6=-17/0-1-8 Max Horz 2=57(LC 7) Max Uplift 2=-118(LC 7), 6=-17(LC 1) Max Grav 2=234(LC 1), 6=32(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=4.2psf; BCDL=6.0psf; h=25ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 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 at joint(s) 6. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss M1 Truss Type MONOPITCH Qty 4 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630422 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:21:04 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-V420OoeW9_YzBHYzf3oLsHjbbFOnG01XjpqOzuzUB?T Scale = 1:10.4 1 2 3 4 5 6 6x8 2x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-6-01-6-00-7-01-6-06.00 12 Plate Offsets (X,Y)-- [3:0-4-11,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.07 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=138/0-3-8, 6=25/0-1-8 Max Horz 2=35(LC 7) Max Uplift 2=-50(LC 7), 6=-6(LC 8) Max Grav 2=138(LC 1), 6=25(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 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 at joint(s) 6. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss MB Truss Type GABLE Qty 1 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630423 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:21:05 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-zGcOb8f9wIgqpR79DmJaPUFmFfkp?TNhxTayVLzUB?S Scale = 1:10.4 1 2 3 4 2x4 2x4 2x4 -1-0-0 1-0-0 2-0-0 2-0-0 0-6-01-6-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 7 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=54/2-0-0, 2=137/2-0-0 Max Horz 2=40(LC 6) Max Uplift 4=-9(LC 8), 2=-50(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=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4 and 2. This connection is for uplift only and does not consider lateral forces. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss P Truss Type Monopitch Qty 7 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630424 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:21:05 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-zGcOb8f9wIgqpR79DmJaPUFmVfjJ?TThxTayVLzUB?S Scale = 1:12.8 1 2 3 5 4 6 7 4x6 3x5 3x5 2x4 3x6 3-1-4 3-1-4 -0-9-8 0-9-8 3-1-4 3-1-4 1-3-80-11-132-3-70-3-81-3-82-3-74.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.12 0.07 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 7 l/defl >999 >999 n/a L/d 240 180 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 3-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=164/0-1-8, 7=73/0-1-8 Max Horz 5=54(LC 6) Max Uplift 5=-66(LC 5), 7=-41(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; 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; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 7. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss PB Truss Type Monopitch Qty 2 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630425 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:21:06 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-RS9mpUfnhbohRaiMmUqpxioxF33YkwjqA7JV2nzUB?R Scale = 1:12.8 1 2 3 5 4 6 7 4x6 3x5 3x5 2x4 3x6 3-1-4 3-1-4 -0-9-8 0-9-8 3-1-4 3-1-4 1-3-80-11-132-3-70-3-81-3-82-3-74.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.12 0.07 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 7 l/defl >999 >999 n/a L/d 240 180 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 3-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=164/0-1-8, 7=73/0-1-8 Max Horz 5=54(LC 6) Max Uplift 5=-66(LC 5), 7=-40(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=4.2psf; BCDL=6.0psf; h=25ft; 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; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 7. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss VB1 Truss Type GABLE Qty 1 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630426 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:21:07 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-vfj80qgPSvwY2kHYKBL2UvL6TTOlTMs_Pn33aDzUB?Q Scale = 1:43.0 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 3x5 4x5 3x5 5x6 20-3-11 20-3-11 10-1-14 10-1-14 20-3-11 10-1-14 0-0-46-9-40-0-48.00 12 Plate Offsets (X,Y)-- [19:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.09 0.07 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 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 OTHERS 2x4 SPF Stud *Except* 7-19,6-20,8-18: 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.All bearings 20-3-11. (lb) - Max Horz 1=-150(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 20, 21, 22, 23, 24, 18, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 13, 19, 20, 21, 22, 23, 24, 18, 17, 16, 15, 14 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=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 6-1-14, Interior(1) 6-1-14 to 10-1-14, Exterior(2) 10-1-14 to 15-5-14, Interior(1) 15-5-14 to 19-9-15 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 20, 21, 22, 23, 24, 18, 17, 16, 15, 14. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss VB2 Truss Type GABLE Qty 1 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630427 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:21:08 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-OrHWEAh1DD2PguskuusH17tIxtlYCqk7eRoc6fzUB?P Scale = 1:21.1 1 2 3 4 5 6 7 12 11 10 9 8 4x5 10-5-3 10-5-3 5-2-10 5-2-10 10-5-3 5-2-10 0-0-43-5-120-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 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. REACTIONS.All bearings 10-5-3. (lb) - Max Horz 1=-73(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 12, 9, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 12, 9, 8. April 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19030240-A Truss VB3 Truss Type GABLE Qty 1 Ply 1 Fischer Homes 4 Tallyns Ridge Job Reference (optional) I36630428 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Apr 4 06:21:08 2019 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:qEjj8tWVQvCF2mZd?ySV69zW2O1-OrHWEAh1DD2PguskuusH17tH?tkxCqX7eRoc6fzUB?P Scale = 1:21.5 1 2 3 4 5 8 7 6 2x4 4x5 2x4 2x4 2x4 2x4 2x4 2x4 9-6-3 9-6-3 4-9-2 4-9-2 9-6-3 4-9-2 0-0-43-2-10-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.07 0.04 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: 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. REACTIONS.All bearings 9-6-3. (lb) - Max Horz 1=-66(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 8, 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=4.2psf; BCDL=6.0psf; h=25ft; 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 8, 6. April 4,2019 PRODUCT CODE APPROVALSLATERAL 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.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 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.6-4-8WEBSTrusses 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.dimensions shown in ft-in-sixteenths