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HomeMy WebLinkAbout18080187 Truss Plans MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: B18802405 CALA 30 CLAY The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Pages or sheets covered by this seal: I34384893 thru I34384920 My license renewal date for the state of Indiana is July 31, 2020. August 20,2018 Liu, Xuegang Truss Engineer's responsibility is solely for IMPORTANT NOTE: 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. JobTrussTruss TypeQtyPly CALA 30 CLAY I34384893 B18802405GE01Common Supported Gable11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:13 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-RfLX2eYlXutyRvpsSr6WsTnEGQW85OMaGzCqj4ymfSS -1-3-48-0-016-0-017-3-4 1-3-48-0-08-0-01-3-4 Scale = 1:66.0 4x6 8 2x4 2x4 7.0012 Sheet Front 9 2x4 72x4 Full Sheathing 10 2x4 62x4 1 Ply 1/2RyDOW8 11 2x4 52x4 2x4 123x6 2x4 4 3x6 13 3 14 2 8-2-0 15 1 3-6-0 3-6-0 28272625242322212019181716 3x6 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.58Vert(LL)-0.0115n/r180MT20169/123 TCDL10.0Lumber DOL 1.15BC0.26Vert(TL)-0.0214-15n/r120 BCLL0.0 *Rep Stress IncrYESWB0.26Horz(TL)0.0016n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 108 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SPF No.2end verticals. WEBS2x4 SPF-S StudBOT CHORDRigid ceiling directly applied or 6-0-0 oc bracing. OTHERS2x4 SPF-S Stud REACTIONS. All bearings 16-0-0. (lb) - Max Horz28=-221(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-300(LC 4), 16=-296(LC 5), 27=-318(LC 5), 17=-315(LC 4) Max Grav All reactions 250 lb or less at joint(s) 22, 23, 24, 25, 26, 21, 20, 19, 18 except 28=284(LC 5), 16=280(LC 4), 27=357(LC 4), 17=354(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=300, 16=296, 27=318, 17=315. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384894 B18802405GE02Piggyback Base Supported Gable11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:17 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-JQb1u?bGb7NOwW6dhhAS1Jy0A1wc1FcABbB2srymfSO -0-11-413-2-1221-7-1031-10-437-7-1054-3-565-3-466-2-8 0-11-413-2-128-4-1410-2-105-9-616-7-1110-11-150-11-4 6x8 Scale = 1:168.9 6x8 6.00 12 272832 2224252933 2021232631 1518193035 1434 36 17 37 165x6 13 38 3.0012 5x6 939 405x6 12 41 11 8 42 10 43 3745 44 6 11-4-1111-4-11 546 24849 4 47 51 50 152 9782 2-0-0 6867 0-6-14 98807776737260560-3-14 1031021009590817964636257 10510410199897875747170655958 1071069392858461 9491836966 9688878653 3x4 3x4 3x4 5x6 5x6 3x4 3x4 4x6 54 55 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 13-2-1231-10-465-3-4 13-2-1218-7-833-5-0 Plate Offsets (X,Y)-- \[2:0-0-0,0-0-11\], \[20:0-4-0,0-3-8\], \[33:0-4-0,0-3-8\], \[66:0-2-15,0-1-8\], \[94:0-3-0,0-3-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.14Vert(LL)0.0055n/r180MT20169/123 TCDL10.0Lumber DOL 1.15BC0.10Vert(TL)0.0155n/r120 BCLL0.0 *Rep Stress IncrYESWB0.12Horz(TL)0.0254n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 541 lb FT = 20% LUMBER-BRACING- TOP CHORD2x6 SP No.1 *Except* TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except 47-55: 2x4 SPF No.22-0-0 oc purlins (6-0-0 max.): 20-33. BOT CHORD2x4 SPF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS2x4 SPF No.2 *Except* 6-0-0 oc bracing: 2-107,106-107,105-106,104-105,103-104,102-103 13-98: 2x4 SPF-S Stud,101-102,100-101,99-100,98-99,96-97,95-96,94-95. OTHERS2x4 SPF-S Stud *Except* WEBS1 Row at midpt28-81, 33-76, 32-77, 31-78, 30-79, 29-80, 27-83, 26-84, 25-85, 24-86, 23-87, 22-88, 33-76,32-77,31-78,30-79,29-80,27-83,26-84,25-85,24-86,23-87,22-88,21-89,20-90,34-75,35-74,36-73: 2x4 SPF No.221-89, 20-90, 19-91, 34-75, 35-74, 36-73, 37-72 REACTIONS.All bearings 65-3-4. (lb) - Max Horz2=113(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 98, 81, 78, 79, 80, 83, 84, 85, 86, 87, 88, 92, 93, 94, 95, 96, 99, 100, 101, 102, 103, 104, 105, 106, 107, 74, 73, 72, 71, 70, 68, 67, 65, 64, 63, 62, 61, 60, 59, 58, 57, 56, 54 Max Grav All reactions 250 lb or less at joint(s) 2, 98, 81, 76, 77, 78, 79, 80, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 99, 100, 101, 102, 103, 104, 105, 106, 107, 75, 74, 73, 72, 71, 70, 68, 67, 65, 64, 63, 62, 61, 60, 59, 58, 57, 54 except 56=290(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD10-11=-19/254, 11-12=-18/270, 12-13=-8/280, 13-14=-6/287, 14-15=-19/300, 15-16=-17/316, 16-17=-18/341, 17-18=-19/368, 18-19=-20/395, 19-20=-18/405, 20-21=-1/383, 21-22=-1/383, 22-23=-1/383, 23-24=-1/383, 24-25=-1/383, 25-26=-1/383, 26-27=-1/383, 27-28=-1/383, 28-29=-0/383, 29-30=-0/383, 30-31=-0/383, 31-32=-0/383, 32-33=-1/384, 33-34=-19/404, 34-35=-19/396, 35-36=-19/369, 36-37=-17/341, 37-38=-19/317, 38-39=-19/292, 39-40=-18/266 NOTES-(16-17) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384894 B18802405GE02Piggyback Base Supported Gable11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:18 2018 Page 2 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-nd9Q5LcuMQVEXghpFOihZXUBwRGrmisJQFwbOIymfSN NOTES-(16-17) 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 98, 81, 78, 79, 80, 83, 84, 85, 86, 87, 88, 92, 93, 94, 95, 96, 99, 100, 101, 102, 103, 104, 105, 106, 107, 74, 73, 72, 71, 70, 68, 67, 65, 64, 63, 62, 61, 60, 59, 58, 57, 56, 54. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96. 13) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 17) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384895 B18802405GE03Common Supported Gable11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:18 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-nd9Q5LcuMQVEXghpFOihZXUD5RH3mjjJQFwbOIymfSN -0-11-411-0-022-0-022-11-4 0-11-411-0-011-0-00-11-4 Scale = 1:52.3 4x6 10 2x4 2x4 Sheet Back 11 9 2x4 2x4 Full Sheathing 6.0012 12 1 Ply 1/2RyDOW88 2x4 2x4 13 7 2x4 2x4 14 6 2x4 2x4 15 5 2x4 2x4 6-0-14 16 4 2x4 2x4 17 3 18 2 19 1 0-6-14 0-6-14 3x8 3x8 3130 3534333229282726252423222120 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-0-0 22-0-0 Plate Offsets (X,Y)-- \[2:0-3-8,Edge\], \[18:0-3-8,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.06Vert(LL)-0.0019n/r180MT20169/123 TCDL10.0Lumber DOL 1.15BC0.02Vert(TL)-0.0019n/r120 BCLL0.0 *Rep Stress IncrYESWB0.06Horz(TL)0.0018n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 101 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x4 SPF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. OTHERS2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud REACTIONS.All bearings 22-0-0. (lb) - Max Horz2=-59(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 27, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384896 B18802405GE04Monopitch Supported Gable11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:19 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-FpjoJhdW7kd59qG0p6Dw6k1KbqbWV91Tfvg8wkymfSM 5-11-8 5-11-8 Scale = 1:39.9 2x4 6 6.00 12 2x4 Sheet Back Full Sheathing5 2x4 1 Ply 1/2RyDOW8 4 2x4 2x4 3 3x4 2 1 4-10-4 1-10-8 1211109872x4 3x4 2x4 2x4 2x4 2x4 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.27Vert(LL)n/a - n/a999MT20169/123 TCDL10.0Lumber DOL 1.15BC0.13Vert(TL)n/a - n/a999 BCLL0.0 *Rep Stress IncrYESWB0.06Horz(TL)0.007n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 30 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2TOP CHORDStructural wood sheathing directly applied or 5-11-8 oc purlins, except BOT CHORD2x4 SPF No.2end verticals. WEBS2x4 SPF-S StudBOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. OTHERS2x4 SPF-S Stud REACTIONS. All bearings 5-11-8. (lb) - Max Horz12=137(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 7, 8, 9, 10 except 11=-314(LC 5) Max Grav All reactions 250 lb or less at joint(s) 7, 8, 9, 10, 11 except 12=351(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 12, 7, 8, 9, 10 except (jt=lb) 11=314. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384897 B18802405GE05Piggyback Base Supported Gable11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:21 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-CCqYkNemfLtpO8QOwXFOB96b4eGEz1Um6D9F?dymfSK 13-0-623-3-029-0-645-9-0 13-0-610-2-105-9-616-8-10 Scale = 1:90.9 5x6 5x6 11121314151617181920212223 102425 6.0012 Sheet Back 26 9 Full Sheathing 27 8 1 Ply 1/2RyDOW8 28 7 29 6 30 5 31 4 232 3 3x6 3x6 33 1 34 3x6 35 11-4-1111-4-11 36 37 38 2-10-8 59 7252 3-0-6 787776757473717069686766656463626160 2-0-02-0-0 56555453504948474645444342414039 3x6 3x6 585751 3x6 3x4 23-3-045-9-0 23-3-022-6-0 Plate Offsets (X,Y)-- \[11:0-3-0,0-2-0\], \[24:0-3-0,0-2-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.59Vert(LL)n/a - n/a999MT20169/123 TCDL10.0Lumber DOL 1.15BC0.25Vert(TL)n/a - n/a999 BCLL0.0 *Rep Stress IncrYESWB0.19Horz(TL)0.1838n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 400 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SPF No.2end verticals, and 2-0-0 oc purlins (6-0-0 max.): 11-24. WEBS2x4 SPF-S Stud *Except* BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. 19-58: 2x4 SPF No.2WEBS1 Row at midpt19-58, 24-53, 23-54, 22-55, 21-56, 20-57, OTHERS2x4 SPF No.2 *Except* 18-60, 17-61, 16-62, 15-63, 14-64, 13-65, 12-66, 11-67, 10-68, 25-51, 26-50, 27-49, 9-69,8-70,7-71,6-73,5-74,4-75,3-76,2-77,29-47,30-46,31-45,32-44,33-43,34-42,36-41,37-40: 2x4 SPF-S Stud28-48 REACTIONS.All bearings 45-9-0. (lb) - Max Horz78=-176(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 39, 38, 58, 54, 55, 56, 60, 61, 62, 63, 64, 65, 66, 68, 69, 70, 71, 73, 74, 75, 76, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 59 except 78=-377(LC 4), 77=-243(LC 5), 40=-142(LC 4) Max Grav All reactions 250 lb or less at joint(s) 78, 39, 38, 53, 54, 55, 56, 57, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 73, 74, 75, 76, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 59 except 77=387(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD7-8=-18/255, 8-9=-19/281, 9-10=-18/308, 10-11=-20/328, 11-12=-1/305, 12-13=-1/305, 13-14=-1/305, 14-15=-1/305, 15-16=-1/305, 16-17=-1/305, 17-18=-1/305, 18-19=-1/305, 19-20=-0/314, 20-21=-0/314, 21-22=-0/314, 22-23=-0/314, 23-24=-1/314, 24-25=-20/336, 25-26=-18/318, 26-27=-18/290, 27-28=-19/265 NOTES- (17-18) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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. 11) Bearing at joint(s) 38, 59 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 39, 38, 58, 54, 55, 56, 60, 61, 62, 63, 64, 65, 66, 68, 69, 70, 71, 73, 74, 75, 76, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 59 except (jt=lb) 78=377, 77=243, 40=142. Continued on page 2 August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384897 B18802405GE05Piggyback Base Supported Gable11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:21 2018 Page 2 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-CCqYkNemfLtpO8QOwXFOB96b4eGEz1Um6D9F?dymfSK NOTES-(17-18) 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 78, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 73, 74, 75, 76, 77. 14) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 15) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 16) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 18) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384898 B18802405M02Monopitch101 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:21 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-CCqYkNemfLtpO8QOwXFOB96e3eFwz3Pm6D9F?dymfSK 5-11-8 5-11-8 Scale = 1:36.4 3x6 2 6.0012 3x4 1 4-10-4 1-10-8 43 3x4 2x4 5-11-8 5-11-8 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.40Vert(LL)-0.043-4>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.27Vert(TL)-0.113-4>626180 BCLL0.0 *Rep Stress IncrYESWB0.00Horz(TL)-0.003n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 20 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2TOP CHORDStructural wood sheathing directly applied or 5-11-8 oc purlins, except BOT CHORD2x4 SPF No.2end verticals. WEBS2x4 SPF-S StudBOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=227/0-3-8, 4=227/0-3-8 Max Horz4=137(LC 5) Max Uplift3=-43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384899 B18802405PB01GABLE181 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:22 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-gOOwxjfOQf?g0H?bUEmdkNft62euiVVvLtuoX3ymfSJ 8-0-016-0-0 8-0-08-0-0 Scale = 1:34.2 4x6 4 6.00 12 2x4 2x4 5 3 4-0-0 3-11-12 6 7 2 1 0-1-0 0-1-8 -0-0-4 3x4 10983x4 2x4 2x4 2x4 16-0-0 16-0-0 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.19Vert(LL)n/a - n/a999MT20169/123 TCDL10.0Lumber DOL 1.15BC0.09Vert(TL)n/a - n/a999 BCLL0.0 *Rep Stress IncrYESWB0.07Horz(TL)0.007n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 42 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x4 SPF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. OTHERS2x4 SPF-S Stud REACTIONS.All bearings 16-0-0. (lb) - Max Horz1=-37(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6 except 9=276(LC 1), 10=319(LC 10), 8=319(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384900 B18802405PBE01GABLE11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:23 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-8ayJ83g0By7XeRan2yHsGaC3sS?gRzI2aXeM3VymfSI 8-0-016-0-0 8-0-08-0-0 Scale = 1:34.2 4x6 6 2x4 2x4 Sheet Front 7 Full Sheathing 5 6.00 12 1 Ply 1/2RyDOW8 2x4 2x4 8 4 2x4 2x4 9 3 4-0-0 3-11-12 10 2 11 1 0-1-0 0-1-8 -0-0-4 3x4 181716151413123x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.12Vert(LL)n/a - n/a999MT20169/123 TCDL10.0Lumber DOL 1.15BC0.06Vert(TL)n/a - n/a999 BCLL0.0 *Rep Stress IncrYESWB0.04Horz(TL)0.0011n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 51 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x4 SPF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. OTHERS2x4 SPF-S Stud REACTIONS.All bearings 16-0-0. (lb) - Max Horz1=-37(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384901 B18802405PBE02GABLE11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:24 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-cnWhMOhfyGFOGb9zcfp5pokEcrKvAQYCoANvcxymfSH 8-0-016-0-0 8-0-08-0-0 Scale = 1:34.2 4x6 6 2x4 2x4 Sheet Back 7 Full Sheathing 5 6.00 12 1 Ply 1/2RyDOW8 2x4 2x4 8 4 2x4 2x4 9 3 4-0-0 3-11-12 10 2 11 1 0-1-0 0-1-8 -0-0-4 3x4 181716151413123x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.12Vert(LL)n/a - n/a999MT20169/123 TCDL10.0Lumber DOL 1.15BC0.06Vert(TL)n/a - n/a999 BCLL0.0 *Rep Stress IncrYESWB0.04Horz(TL)0.0011n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 51 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x4 SPF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. OTHERS2x4 SPF-S Stud REACTIONS.All bearings 16-0-0. (lb) - Max Horz1=-37(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384902 B18802405T01Common11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:24 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-cnWhMOhfyGFOGb9zcfp5pok03rE5APnCoANvcxymfSH -1-3-48-0-016-0-017-3-4 1-3-48-0-08-0-01-3-4 Scale = 1:61.3 4x6 3 7.0012 6x6 6x6 4 2 8-2-0 5 1 3-6-03-6-0 86 7 3x4 3x4 3x8 8-0-016-0-0 8-0-08-0-0 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.99Vert(LL)-0.087-8>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.43Vert(TL)-0.207-8>922180 BCLL0.0 *Rep Stress IncrYESWB0.09Horz(TL)0.006n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 75 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SPF No.2end verticals. WEBS2x4 SPF-S Stud *Except* BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. 2-7,4-7: 2x4 SPF No.2 REACTIONS. (lb/size)8=713/0-5-8, 6=713/0-5-8 Max Horz8=-221(LC 4) Max Uplift8=-62(LC 6), 6=-62(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-523/116, 3-4=-523/116, 2-8=-644/128, 4-6=-644/128 WEBS2-7=-22/303, 4-7=-23/303 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384903 B18802405T02Roof Special51 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:25 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-4z43ZkhHiaNFtlj99NKKL?HFNFWrvi?L1q7T8OymfSG -1-3-42-4-08-0-013-8-016-0-017-3-4 1-3-42-4-05-8-05-8-02-4-01-3-4 Scale = 1:61.8 4x6 4 7.0012 3x6 3x6 5 3 4x8 4x8 6 2 8-2-0 7 1 3-6-03-6-0 1210 4x8 11 1-0-0 4x8 3x8 141398 5x8 5x8 2x4 2x4 2-4-08-0-013-8-016-0-0 2-4-05-8-05-8-02-4-0 Plate Offsets (X,Y)-- \[2:0-4-1,Edge\], \[6:0-4-1,0-0-0\], \[10:0-2-8,0-0-0\], \[12:0-2-8,0-0-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.76Vert(LL)-0.1411>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.65Vert(TL)-0.3811-12>501180 BCLL0.0 *Rep Stress IncrYESWB0.73Horz(TL)0.318n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 83 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SPF No.2end verticals. WEBS2x4 SPF-S Stud *Except* BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. 3-13,5-9: 2x4 SPF 2100F 1.8E, 2-14,6-8: 2x4 SPF No.2 REACTIONS.(lb/size)14=710/0-5-8, 8=710/0-5-8 Max Horz14=-221(LC 4) Max Uplift14=-64(LC 6), 8=-64(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-320/97, 3-4=-495/111, 4-5=-495/111, 5-6=-320/97, 2-14=-451/95, 6-8=-451/95 BOT CHORD13-14=-9/428, 11-12=-171/292, 10-11=0/277, 8-9=0/428 WEBS12-14=-298/118, 8-10=-298/48 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384904 B18802405T03PIGGYBACK BASE71 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:25 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-4z43ZkhHiaNFtlj99NKKL?HHjFVQvfpL1q7T8OymfSG -0-11-47-1-1314-4-1121-7-1026-8-1531-10-437-7-1045-11-854-3-559-2-1365-3-466-2-8 0-11-47-1-137-2-157-2-155-1-55-1-55-9-68-3-138-3-134-11-76-0-70-11-4 Scale = 1:122.6 6x6 3x6 6x8 5x6 6.0012 68 79 5x8 5x8 5 5x6 105x6 113.0012 5x8 4 8x8 3 11-4-1111-4-11 12 5x12 13 2 2314 1 2724 152-0-0 26258x10 0-6-145x6 0-3-14 6x10 20184x6 5x6 5x8 3x6 2221191716 3x6 3x8 3x4 5x12 5x12 3x6 5x6 3.5012 7-1-1313-5-021-7-1031-10-437-7-1045-11-854-3-559-1-865-3-4 7-1-136-3-38-2-1010-2-105-9-68-3-138-3-134-10-36-1-12 Plate Offsets (X,Y)-- \[9:0-5-8,0-2-12\], \[14:0-3-4,Edge\], \[17:0-3-8,0-2-8\], \[23:0-4-0,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.61Vert(LL)-0.3123-24>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.74Vert(TL)-0.8423-24>654180 BCLL0.0Rep Stress IncrYESWB0.93Horz(TL)0.1016n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 366 lb FT = 20% LUMBER-BRACING- TOP CHORD2x6 SP No.1 *Except* TOP CHORDStructural wood sheathing directly applied or 3-4-3 oc purlins, except 12-15: 2x4 SPF No.22-0-0 oc purlins (5-8-12 max.): 6-9. BOT CHORD2x4 SPF No.2 *Except* BOT CHORDRigid ceiling directly applied or 6-0-0 oc bracing. 25-27: 2x4 SP 2400F 2.0E, 23-25,14-18: 2x4 SPF 2100F 1.8EWEBS1 Row at midpt8-22, 5-26, 7-24, 9-21, 10-21 WEBS2x4 SPF No.2 *Except* 3-27,3-26,5-26,21-23,10-19,12-17,13-16: 2x4 SPF-S Stud REACTIONS.(lb/size)2=241/0-3-8, 26=2776/0-3-8, 16=2329/0-3-8, 14=-21/0-3-8 Max Horz2=112(LC 6) Max Uplift2=-49(LC 7), 26=-96(LC 6), 16=-136(LC 7), 14=-79(LC 5) Max Grav2=283(LC 10), 26=2776(LC 1), 16=2329(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-8/521, 3-4=-64/958, 4-5=-29/1131, 5-6=-1179/249, 6-7=-959/261, 7-8=-1852/368, 8-9=-1855/370, 9-10=-1943/377, 10-11=-2361/380, 11-12=-2539/354, 12-13=-2243/300, 13-14=-110/1102 BOT CHORD2-27=-454/135, 26-27=-416/111, 25-26=-449/168, 24-25=-449/168, 23-24=0/1489, 20-21=-157/2217, 19-20=-157/2217, 18-19=-210/2188, 17-18=-210/2188, 16-17=-1017/136, 14-16=-1017/136 WEBS8-23=-335/112, 3-26=-749/186, 5-26=-2478/327, 5-24=-54/1745, 6-24=-19/270, 7-24=-1108/167, 7-23=-53/739, 21-23=0/1710, 9-23=-73/521, 10-21=-763/209, 10-19=0/359, 12-17=-909/195, 13-17=-352/3309, 13-16=-2166/326 NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 26, 14 except (jt=lb) 16=136. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384904 B18802405T03PIGGYBACK BASE71 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:25 2018 Page 2 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-4z43ZkhHiaNFtlj99NKKL?HHjFVQvfpL1q7T8OymfSG 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384905 B18802405T04Common91 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:26 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-Y9eRn4ivTtV6VvIMj4rZuDpUXfoEeFtVGUs0gqymfSF -0-11-45-6-911-0-016-5-722-0-022-11-4 0-11-45-6-95-5-75-5-75-6-90-11-4 Scale: 1/4"=1' 4x6 4 6.00 12 2x4 2x4 5 3 6-0-14 6 2 7 1 0-6-140-6-14 6x8 8 6x8 5x12 11-0-022-0-0 11-0-011-0-0 Plate Offsets (X,Y)-- \[2:0-4-0,Edge\], \[6:0-4-0,Edge\], \[8:0-6-0,0-3-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.48Vert(LL)-0.252-8>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.90Vert(TL)-0.662-8>392180 BCLL0.0 *Rep Stress IncrYESWB0.37Horz(TL)0.056n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 74 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2TOP CHORDStructural wood sheathing directly applied or 4-4-6 oc purlins. BOT CHORD2x4 SPF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. WEBS2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud REACTIONS.(lb/size)2=933/0-3-8, 6=933/0-3-8 Max Horz2=-59(LC 7) Max Uplift2=-76(LC 6), 6=-76(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-1390/232, 3-4=-1055/167, 4-5=-1055/167, 5-6=-1390/232 BOT CHORD2-8=-124/1177, 6-8=-124/1177 WEBS4-8=-19/618, 5-8=-373/169, 3-8=-373/169 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384906 B18802405T05Common11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:26 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-Y9eRn4ivTtV6VvIMj4rZuDpULfoCeFnVGUs0gqymfSF 5-6-911-0-016-5-722-0-022-11-4 5-6-95-5-75-5-75-6-90-11-4 Scale = 1:46.9 4x6 3 6.0012 2x4 2x4 4 2 6-0-14 1 5 6 0-6-14 0-6-14 6x8 7 6x8 5x12 11-0-022-0-0 11-0-011-0-0 Plate Offsets (X,Y)-- \[1:0-4-0,Edge\], \[5:0-4-0,Edge\], \[7:0-6-0,0-3-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.49Vert(LL)-0.251-7>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.90Vert(TL)-0.671-7>387180 BCLL0.0 *Rep Stress IncrYESWB0.38Horz(TL)0.055n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 73 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2TOP CHORDStructural wood sheathing directly applied or 4-3-6 oc purlins. BOT CHORD2x4 SPF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. WEBS2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud REACTIONS.(lb/size)1=867/0-3-8, 5=935/0-3-8 Max Horz1=-63(LC 7) Max Uplift1=-42(LC 6), 5=-77(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD1-2=-1398/238, 2-3=-1059/170, 3-4=-1059/170, 4-5=-1394/235 BOT CHORD1-7=-131/1186, 5-7=-126/1180 WEBS3-7=-23/619, 4-7=-373/169, 2-7=-380/174 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384907 B18802405T06Piggyback Base11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:27 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-0MCp_QjXEBdz73tYHnMoRQMc53AXNbZeU8cZDGymfSE 4-6-911-9-719-0-624-1-1129-3-035-0-643-4-451-8-156-7-962-8-063-7-4 4-6-97-2-157-2-155-1-55-1-55-9-68-3-138-3-134-11-76-0-70-11-4 Scale = 1:125.8 6x6 3x4 6x8 6.00125x6 57 68 5x8 5x8 4 4x6 4x6 9 3.0012 10 5x12 3 6x10 2 11-4-1111-4-11 11 3x6 1 12 2213 8x16 1-1-6 2623 2-0-0142-0-0 1-10-82930 0-9-225243132331917 28 5x6 0-9-2 0-3-14 154x6 6x10 27 3x6 21201816 5x6 10x10 3x8 3x6 3x4 5x12 3x6 5x8 3.5012 5x6 4-6-910-9-1219-0-629-3-035-0-643-4-451-8-154-6-462-8-0 4-6-96-3-38-2-1010-2-105-9-68-3-138-3-132-10-38-1-12 Plate Offsets (X,Y)-- \[8:0-5-12,0-3-0\], \[11:0-6-8,0-2-0\], \[13:0-3-4,Edge\], \[27:0-8-8,0-3-4\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.69Vert(LL)-0.4722-23>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.83Vert(TL)-0.8922-23>590180 BCLL0.0 *Rep Stress IncrYESWB0.79Horz(TL)0.1215n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 360 lb FT = 20% LUMBER-BRACING- TOP CHORD2x6 SP No.1 *Except* TOP CHORDStructural wood sheathing directly applied or 4-8-3 oc purlins, except 11-14: 2x4 SPF No.2end verticals, and 2-0-0 oc purlins (5-4-15 max.): 5-8. BOT CHORD2x4 SPF No.2 *Except* BOT CHORDRigid ceiling directly applied or 6-0-0 oc bracing. Except: 24-26: 2x4 SP 2400F 2.0E, 22-24,13-17: 2x4 SPF 2100F 1.8E1 Row at midpt7-22 WEBS2x4 SPF No.2 *Except* WEBS1 Row at midpt4-25, 6-23, 8-20, 9-20, 11-15 2-26,2-25,4-25,9-18,11-16,11-15,12-15,1-28,2-27: 2x4 SPF-S Stud REACTIONS.All bearings 0-3-8. (lb) - Max Horz28=-149(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 25, 13, 28 except 15=-130(LC 7) Max Grav All reactions 250 lb or less at joint(s) 13, 28 except 25=2831(LC 1), 15=2465(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-23/704, 3-4=0/877, 4-5=-1453/260, 5-6=-1204/270, 6-7=-2078/353, 7-8=-2069/355, 8-9=-2046/360, 9-10=-2293/333, 10-11=-2493/307, 11-12=-111/1008, 12-13=-12/582 BOT CHORD26-27=-293/221, 25-26=-275/194, 23-31=0/1717, 31-32=0/1717, 22-32=0/1717, 7-22=-333/112, 20-33=-114/2153, 19-33=-114/2153, 18-19=-114/2153, 17-18=-67/1134, 16-17=-67/1134, 15-16=-63/1136, 13-15=-514/41 WEBS2-25=-609/180, 4-25=-2508/299, 4-23=-21/1747, 5-23=-6/370, 6-23=-1092/143, 6-22=-28/727, 20-22=0/1907, 8-22=-57/744, 9-20=-568/174, 11-18=-49/1072, 11-15=-2887/344, 12-15=-522/172, 2-27=-30/317 NOTES- (12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 13, 28 except (jt=lb) 15=130. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384907 B18802405T06Piggyback Base11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:27 2018 Page 2 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-0MCp_QjXEBdz73tYHnMoRQMc53AXNbZeU8cZDGymfSE 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384908 B18802405T07Piggyback Base21 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:28 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-UYlCCmk9?VlqkCSkrVt1zevlZTUB60RnjoL7ljymfSD 6-7-1513-0-618-1-1123-3-029-0-637-4-445-8-150-7-956-8-057-7-4 6-7-156-4-75-1-55-1-55-9-68-3-138-3-134-11-76-0-70-11-4 Scale = 1:108.0 5x6 2x4 5x12 3x6 6.0012 35 46 3x6 3x6 2 7 3x6 5x6 8 3.0012 9-4-111 6x16 11-4-1111-4-11 9 2x4 2-10-810 1-0-13 20 11 22252627171513 242321 12 6x16 3x6 3x4 4x8 3x8 0-3-142-0-0 191816145x8 4x6 3x6 2x4 5x12 3x8 MT18HS2x4 3x8 6-7-1513-0-623-3-029-0-637-4-445-8-148-6-456-8-0 6-7-156-4-710-2-105-9-68-3-138-3-132-10-38-1-12 Plate Offsets (X,Y)-- \[1:0-2-12,0-2-0\], \[3:0-3-0,0-2-0\], \[6:0-8-8,0-1-12\], \[11:0-3-4,Edge\], \[16:0-3-8,0-1-8\], \[20:0-5-12,0-2-4\], \[23:0-3-8,0-2-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.83Vert(LL)-0.6520-21>898240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.93Vert(TL)-1.2820-21>455180MT18HS197/144 BCLL0.0 *Rep Stress IncrYESWB0.94Horz(TL)0.1713n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 278 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2 *Except* TOP CHORDStructural wood sheathing directly applied or 3-0-15 oc purlins, except 6-8,8-9: 2x4 SPF 2100F 1.8Eend verticals, and 2-0-0 oc purlins (3-2-11 max.): 3-6. BOT CHORD2x4 SPF No.2 *Except* BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing, Except: 20-22: 2x4 SPF 2100F 1.8E, 11-15: 2x4 SP 2400F 2.0E2-2-0 oc bracing: 20-21 WEBS2x4 SPF No.2 *Except* 6-0-0 oc bracing: 11-13. 2-23,7-16,9-14,9-13,10-13,1-24: 2x4 SPF-S StudWEBS1 Row at midpt5-19, 4-21, 6-18, 7-18, 9-13 REACTIONS.(lb/size)24=2144/0-3-8, 13=2876/0-3-8, 11=34/0-3-8 Max Horz24=-190(LC 4) Max Uplift24=-38(LC 6), 13=-119(LC 7), 11=-78(LC 10) Max Grav24=2144(LC 1), 13=2876(LC 1), 11=50(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD1-2=-2455/299, 2-3=-2681/361, 3-4=-2324/356, 4-5=-2812/419, 5-6=-2815/421, 6-7=-2568/401, 7-8=-2710/364, 8-9=-2911/338, 9-10=-152/1373, 10-11=-57/958, 1-24=-2074/251 BOT CHORD22-23=-33/2128, 21-22=-33/2128, 21-25=-26/2651, 25-26=-26/2651, 20-26=-26/2651, 18-27=-138/2520, 17-27=-138/2520, 16-17=-138/2520, 15-16=-64/1168, 14-15=-64/1168, 13-14=-60/1169, 11-13=-879/85 WEBS5-20=-343/113, 2-23=-696/135, 2-21=-45/393, 3-21=-47/844, 4-21=-777/128, 4-20=-15/407, 18-20=-14/2296, 6-20=-51/1217, 6-18=-354/89, 7-18=-460/162, 9-16=-78/1425, 9-13=-3443/396, 10-13=-504/166, 1-23=-175/2240 NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 11 except (jt=lb) 13=119. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384909 B18802405T10Piggyback Base81 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:29 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-zkJaP6lnmouhMM1xOCOGWrRulsqdrYIxyS5gH9ymfSC 6-7-1513-0-618-1-1123-3-029-0-637-2-1545-9-0 6-7-156-4-75-1-55-1-55-9-68-2-98-6-1 Scale: 1/8"=1' 5x6 2x4 5x12 3x6 35 6.00 1246 3x6 3x6 2 7 3x6 8 4x6 9-4-11 1 5x6 11-4-1111-4-11 9 2-10-8 15 1720211222 3-0-6 191816 2-0-0 6x16 3x6 3x4 4x8 3x8 14131110 3x8 2x4 5x12 3x12 3x4 6-7-1513-0-623-3-029-0-637-2-1545-9-0 6-7-156-4-710-2-105-9-68-2-98-6-1 Plate Offsets (X,Y)-- \[1:0-3-0,0-1-8\], \[3:0-3-0,0-2-0\], \[6:0-8-8,0-1-12\], \[9:Edge,0-1-12\], \[11:0-3-8,0-1-8\], \[15:0-5-12,0-2-4\], \[18:0-3-8,0-2-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.93Vert(LL)-0.6215-16>875240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.92Vert(TL)-1.2215-16>446180 BCLL0.0 *Rep Stress IncrYESWB0.58Horz(TL)0.1410n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 240 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2 *Except* TOP CHORDStructural wood sheathing directly applied, except end verticals, and 8-9: 2x4 SPF 2100F 1.8E2-0-0 oc purlins (3-4-5 max.): 3-6. BOT CHORD2x4 SPF No.2 *Except* BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing, Except: 15-17,10-12: 2x4 SPF 2100F 1.8E2-2-0 oc bracing: 15-16. WEBS2x4 SPF No.2 *Except* WEBS1 Row at midpt5-14, 4-16, 6-13, 7-13, 9-10 2-18,7-11,1-19,9-10: 2x4 SPF-S Stud REACTIONS.(lb/size)19=2073/0-5-8, 10=2042/Mechanical Max Horz19=-176(LC 4) Max Uplift19=-39(LC 6), 10=-63(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD1-2=-2368/291, 2-3=-2568/350, 3-4=-2221/347, 4-5=-2631/403, 5-6=-2634/404, 6-7=-2359/375, 7-8=-2282/310, 8-9=-2484/284, 1-19=-2003/245, 9-10=-1976/254 BOT CHORD17-18=-65/2050, 16-17=-65/2050, 16-20=-52/2511, 20-21=-52/2511, 15-21=-52/2511, 12-13=-126/2136, 12-22=-126/2136, 11-22=-126/2136 WEBS5-15=-344/113, 2-18=-664/132, 2-16=-46/363, 3-16=-42/794, 4-16=-699/130, 4-15=-13/328, 13-15=-31/2099, 6-15=-94/1225, 6-13=-425/125, 7-11=-384/161, 1-18=-167/2156, 9-11=-153/2185 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 19, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQty Ply CALA 30 CLAY I34384910 B18802405TG01Common Girder1 2 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:30 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-RwtycSlPX60Y_Wc7ywvV23_8rGFbawH4B6qEpbymfSB -1-3-42-0-124-0-126-0-128-0-010-0-1212-0-1214-0-1216-0-017-3-4 1-3-42-0-122-0-02-0-01-11-42-0-122-0-02-0-01-11-41-3-4 Scale = 1:65.4 6x8 6 3x4 7.00122x4 7 5 3x6 4x6 8 4 2x4 8x8 9 3 6x10 8x8 10 2 8-2-0 11 1 3-6-03-6-0 2012 19181716151413 3x6 3x6 10x10 6x6 8x8 3x8 8x8 8x8 10x10 2-0-124-0-126-0-128-0-010-0-1212-0-1214-0-1216-0-0 2-0-122-0-02-0-01-11-42-0-122-0-02-0-01-11-4 Plate Offsets (X,Y)-- \[2:0-3-8,Edge\], \[10:0-3-8,Edge\], \[13:0-3-8,0-5-0\], \[14:0-3-8,0-4-0\], \[17:0-3-8,0-4-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.59Vert(LL)-0.0816>999240MT20169/123 TCDL10.0Lumber DOL 1.15BC0.55Vert(TL)-0.1616>999180 BCLL0.0 *Rep Stress IncrNOWB0.92Horz(TL)0.0312n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 298 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2TOP CHORDStructural wood sheathing directly applied or 4-10-7 oc purlins, except BOT CHORD2x6 SP No.1end verticals. WEBS2x4 SPF-S Stud *Except* BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. 2-20,10-12,2-19,10-13: 2x4 SPF No.2 REACTIONS.(lb/size)20=8518/0-5-8, 12=8625/0-5-8 Max Horz20=-218(LC 3) Max Uplift20=-316(LC 5), 12=-320(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-4370/204, 3-4=-4336/231, 4-5=-5879/304, 5-6=-6028/323, 6-7=-6045/322, 7-8=-6106/284, 8-9=-5778/257, 9-10=-4197/202, 2-20=-8482/323, 10-12=-8511/329 BOT CHORD18-19=-228/5015, 17-18=-206/5235, 16-17=-170/4791, 15-16=-170/4791, 14-15=-135/4984, 13-14=-95/3548 WEBS6-16=-72/2319, 2-19=-200/7132, 4-18=-111/2581, 4-19=-3755/111, 5-17=-92/779, 5-18=-777/70, 6-17=-150/1881, 6-15=-144/1777, 8-14=-1018/42, 8-15=-65/743, 9-13=-3835/122, 9-14=-95/3363, 10-13=-202/7088 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-19 2x4 - 1 row at 0-5-0 oc, member 4-18 2x4 - 1 row at 0-7-0 oc, member 8-14 2x4 - 1 row at 0-7-0 oc, member 9-13 2x4 - 1 row at 0-5-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=316, 12=320. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2245 lb down and 73 lb up at 2-0-12, 2245 lb down and 73 lb up at 4-0-12, 2245 lb down and 73 lb up at 6-0-12, 2245 lb down and 73 lb up at 8-0-12, 2245 lb down and 73 lb up at 10-0-12, and 2245 lb down and 73 lb up at 12-0-12, and 2245 lb down and 73 lb up at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Continued on page 2 August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQty Ply CALA 30 CLAY I34384910 B18802405TG01Common Girder1 2 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:30 2018 Page 2 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-RwtycSlPX60Y_Wc7ywvV23_8rGFbawH4B6qEpbymfSB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-10=-60, 10-11=-60, 12-20=-20 Concentrated Loads (lb) Vert: 16=-2245(B) 19=-2245(B) 18=-2245(B) 17=-2245(B) 15=-2245(B) 14=-2245(B) 13=-2245(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384911 B18802405V01Valley11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:30 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-RwtycSlPX60Y_Wc7ywvV23_FRGLma6u4B6qEpbymfSB -1-3-48-0-016-0-017-3-4 1-3-48-0-08-0-01-3-4 Scale = 1:47.4 4x6 4 7.0012 2x4 2x4 5 3 6-1-13 2x4 2x4 6 2 7 1 1-5-13 1-5-13 121110981314 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.17Vert(LL)-0.007n/r180MT20169/123 TCDL10.0Lumber DOL 1.15BC0.16Vert(TL)-0.017n/r120 BCLL0.0 *Rep Stress IncrYESWB0.18Horz(TL)0.008n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 57 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD2x4 SPF No.2end verticals. WEBS2x4 SPF-S StudBOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. OTHERS2x4 SPF-S Stud REACTIONS. All bearings 16-0-0. (lb) - Max Horz12=-152(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12, 8, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 12, 8 except 10=462(LC 1), 11=400(LC 10), 9=400(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS3-11=-258/131, 5-9=-258/130 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8, 11, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384912 B18802405V02Valley11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:30 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-RwtycSlPX60Y_Wc7ywvV23_F5GKfa734B6qEpbymfSB 8-10-017-7-15 8-10-08-10-0 Scale = 1:40.2 4x6 3 7.0012 2x4 2x4 4 2 5-1-13 5 1 0-0-40-0-4 3x6 3x4 9876 2x4 2x4 3x6 2x4 0-0-717-7-15 0-0-717-7-8 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.19Vert(LL)n/a - n/a999MT20169/123 TCDL10.0Lumber DOL 1.15BC0.23Vert(TL)n/a - n/a999 BCLL0.0 *Rep Stress IncrYESWB0.10Horz(TL)0.005n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 50 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x4 SPF No.2 *Except* BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. 5-7: 2x4 SPF-S Stud OTHERS2x4 SPF-S Stud REACTIONS. All bearings 17-7-1. (lb) - Max Horz1=-112(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=398(LC 10), 6=399(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS2-9=-290/134, 4-6=-294/135 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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, 9, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384913 B18802405V03Valley11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:31 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-v7RKqom2IQ8ObgBJWdRkbGXN2giwJafEPmanM2ymfSA 7-1-614-2-13 7-1-67-1-6 Scale = 1:32.4 4x6 3 7.00 12 2x4 2x4 4 2 4-1-13 5 1 0-0-4 0-0-4 3x4 3x4 876 2x4 2x4 2x4 0-0-714-2-13 0-0-714-2-6 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.37Vert(LL)n/a - n/a999MT20169/123 TCDL10.0Lumber DOL 1.15BC0.10Vert(TL)n/a - n/a999 BCLL0.0 *Rep Stress IncrYESWB0.08Horz(TL)0.005n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 37 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF-S StudTOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x4 SPF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. OTHERS2x4 SPF-S Stud REACTIONS.All bearings 14-1-15. (lb) - Max Horz1=89(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=272(LC 1), 8=315(LC 10), 6=315(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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, 8, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384914 B18802405V04Valley11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:31 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-v7RKqom2IQ8ObgBJWdRkbGXNOgfIJaiEPmanM2ymfSA 5-4-1310-9-10 5-4-135-4-13 Scale = 1:25.5 4x6 2 7.0012 3-1-13 3 1 0-0-40-0-4 4 3x8 3x8 2x4 10-9-410-9-10 10-9-40-0-7 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.35Vert(LL)n/a - n/a999MT20169/123 TCDL10.0Lumber DOL 1.15BC0.26Vert(TL)n/a - n/a999 BCLL0.0 *Rep Stress IncrYESWB0.08Horz(TL)0.003n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 26 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF-S StudTOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x4 SPF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. OTHERS2x4 SPF-S Stud REACTIONS.(lb/size)1=179/10-8-13, 3=179/10-8-13, 4=419/10-8-13 Max Horz1=66(LC 5) Max Uplift1=-18(LC 6), 3=-22(LC 7), 4=-1(LC 6) Max Grav1=181(LC 10), 3=181(LC 11), 4=419(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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, 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384915 B18802405V05Valley11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:32 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-NJ?i18ng3jGFDqmW4Lyz8U3YK40F22SNeQJKuUymfS9 3-8-47-4-8 3-8-43-8-4 Scale = 1:18.8 4x6 2 7.0012 2-1-13 3 1 0-0-40-0-4 4 2x4 2x4 2x4 0-0-77-4-8 0-0-77-4-1 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.33Vert(LL)n/a - n/a999MT20169/123 TCDL10.0Lumber DOL 1.15BC0.22Vert(TL)n/a - n/a999 BCLL0.0 *Rep Stress IncrYESWB0.04Horz(TL)0.003n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 16 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF-S StudTOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x4 SPF-S StudBOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. OTHERS2x4 SPF-S Stud REACTIONS.(lb/size)1=131/7-3-10, 3=131/7-3-10, 4=242/7-3-10 Max Horz1=-43(LC 4) Max Uplift1=-19(LC 6), 3=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384916 B18802405V06Valley11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:32 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-NJ?i18ng3jGFDqmW4Lyz8U3cS41i227NeQJKuUymfS9 1-11-113-11-6 1-11-111-11-11 Scale = 1:10.2 3x4 2 7.0012 3 1-1-13 1 0-0-40-0-4 2x4 2x4 0-0-73-11-6 0-0-73-10-15 Plate Offsets (X,Y)-- \[2:0-2-0,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.07Vert(LL)n/a - n/a999MT20169/123 TCDL10.0Lumber DOL 1.15BC0.19Vert(TL)n/a - n/a999 BCLL0.0 *Rep Stress IncrYESWB0.00Horz(TL)0.003n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 7 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF-S StudTOP CHORDStructural wood sheathing directly applied or 3-11-6 oc purlins. BOT CHORD2x4 SPF-S StudBOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=115/3-10-8, 3=115/3-10-8 Max Horz1=-19(LC 4) Max Uplift1=-5(LC 6), 3=-5(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384917 B18802405V07Valley11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:32 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-NJ?i18ng3jGFDqmW4Lyz8U3b441421wNeQJKuUymfS9 8-2-216-4-4 8-2-28-2-2 Scale = 1:33.5 4x6 3 6.0012 2x4 2x4 4 2 4-1-1 5 1 0-0-40-0-4 3x4 3x4 876 2x4 2x4 5x6 16-3-1216-4-4 16-3-120-0-8 Plate Offsets (X,Y)-- \[7:0-3-0,0-3-0\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.16Vert(LL)n/a - n/a999MT20169/123 TCDL10.0Lumber DOL 1.15BC0.16Vert(TL)n/a - n/a999 BCLL0.0 *Rep Stress IncrYESWB0.08Horz(TL)0.005n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 43 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x4 SPF No.2 *Except* BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. 5-7: 2x4 SPF-S Stud OTHERS2x4 SPF-S Stud REACTIONS.All bearings 16-3-4. (lb) - Max Horz1=-37(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=263(LC 1), 8=360(LC 10), 6=356(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS2-8=-265/131, 4-6=-268/132 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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, 8, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384918 B18802405V08Valley11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:33 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-rVZ5FToIq1O6r_Lid2TCghcgDUKXmUzXt43uQwymfS8 6-2-212-4-4 6-2-26-2-2 Scale = 1:25.4 4x8 2 6.00 12 3-1-1 3 1 0-0-40-0-4 4 3x12 3x12 2x4 12-3-1212-4-4 12-3-120-0-8 Plate Offsets (X,Y)-- \[1:0-9-11,Edge\], \[3:0-3-3,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.45Vert(LL)n/a - n/a999MT20169/123 TCDL10.0Lumber DOL 1.15BC0.34Vert(TL)n/a - n/a999 BCLL0.0 *Rep Stress IncrYESWB0.09Horz(TL)0.003n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 29 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF-S StudTOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x4 SPF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. OTHERS2x4 SPF-S Stud REACTIONS. (lb/size)1=198/12-3-4, 3=198/12-3-4, 4=492/12-3-4 Max Horz1=-27(LC 4) Max Uplift1=-21(LC 6), 3=-25(LC 7), 4=-3(LC 6) Max Grav1=202(LC 10), 3=202(LC 11), 4=492(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS2-4=-296/103 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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, 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384919 B18802405V09Valley11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:33 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-rVZ5FToIq1O6r_Lid2TCghchfUNjmVbXt43uQwymfS8 4-2-28-4-4 4-2-24-2-2 Scale = 1:18.4 4x6 2 6.0012 2-1-1 3 1 0-0-40-0-4 4 2x4 2x4 2x4 0-0-88-4-4 0-0-88-3-12 LOADING SPACING-CSI.DEFL.PLATESGRIP (psf)2-0-0in(loc)l/deflL/d TCLL20.0Plate Grip DOL1.15TC0.42Vert(LL)n/a - n/a999MT20169/123 TCDL10.0Lumber DOL 1.15BC0.14Vert(TL)n/a - n/a999 BCLL0.0 *Rep Stress IncrYESWB0.05Horz(TL)0.003n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 19 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF-S StudTOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2x4 SPF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. OTHERS2x4 SPF-S Stud REACTIONS.(lb/size)1=144/8-3-4, 3=144/8-3-4, 4=279/8-3-4 Max Horz1=-17(LC 4) Max Uplift1=-20(LC 6), 3=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 JobTrussTruss TypeQtyPly CALA 30 CLAY I34384920 B18802405V10Valley11 Job Reference (optional) Builders First Source, mooresville,in7.640 s Aug 16 2017 MiTek Industries, Inc. Sat Aug 18 09:19:33 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-rVZ5FToIq1O6r_Lid2TCghcm0UMRmVNXt43uQwymfS8 2-2-24-4-4 2-2-22-2-2 Scale = 1:9.8 3x4 2 6.00 12 3 1-1-1 1 0-0-4 0-0-4 2x4 2x4 0-0-84-4-4 0-0-84-3-12 Plate Offsets (X,Y)-- \[2:0-2-0,Edge\] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in(loc)l/deflL/d PLATESGRIP TCLL20.0Plate Grip DOL1.15TC0.08Vert(LL)n/a - n/a999MT20169/123 TCDL10.0Lumber DOL 1.15BC0.22Vert(TL)n/a - n/a999 BCLL0.0 *Rep Stress IncrYESWB0.00Horz(TL)0.003n/an/a BCDL10.0CodeIRC2003/TPI2002(Matrix)Weight: 8 lb FT = 20% LUMBER-BRACING- TOP CHORD2x4 SPF-S StudTOP CHORDStructural wood sheathing directly applied or 4-4-4 oc purlins. BOT CHORD2x4 SPF-S StudBOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=124/4-3-4, 3=124/4-3-4 Max Horz1=8(LC 5) Max Uplift1=-6(LC 6), 3=-6(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 16023 Swingley Ridge Rd ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Chesterfield, MO 63017 Connected Wood Trusses. Installing & Bracing of Metal Plate Guide to Good Practice for Handling,BCSI: Building Component Safety Information,DSB-89: Design Standard for Bracing. Plate Connected Wood Truss Construction.ANSI/TPI1: National Design Specification for Metal Industry Standards:Industry Standards:BEARINGBEARINGLATERAL BRACING LOCATION PLATE SIZEPLATE SIZEPLATE LOCATION AND ORIENTATIONPLATE LOCATION AND ORIENTATION SymbolsSymbols ** 4 x 44 x 4 software or upon request.software or upon request.Plate location details available in MiTek 20/20Plate location details available in MiTek 20/20 11 33 // 44 "" 00 -- 11 // if indicated.output. Use T or I bracingby text in the bracing section of theIndicated by symbol shown and/or Min size shown is for crushing only.number where bearings occur.number where bearings occur.reaction section indicates jointreaction section indicates joint(supports) occur. Icons vary but(supports) occur. Icons vary butIndicates location where bearingsIndicates location where bearings 1616 connector plates.connector plates.required direction of slots inrequired direction of slots inThis symbol indicates the This symbol indicates the edge of truss.edge of truss.plates 0- plates 0- For 4 x 2 orientation, locateFor 4 x 2 orientation, locateand fully embed teeth.Apply plates to both sides of trussDimensions are in ft-in-sixteenths.o ffsets are indicated.Center plate on joint unless x, y the length parallel to slots.to slots. Second dimension iswidth measured perpendicular The first dimension is the plate "" 11 // 1616 "" ff rr oo mm oo uu tt ss ii dd ee MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 established by others.section 6.3 These truss designs rely on lumber values Lumber design values are in accordance with ANSI/TPI 1 truss unless otherwise shown.Trusses are designed for wind loads in the plane of the NUMBERS/LETTERS.NUMBERS/LETTERS.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTCHORDS AND WEBS ARE IDENTIFIED BY END JOINTTHE LEFT.THE LEFT.AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE ER-3907, ESR-2362, ESR-1397, ESR-3282ESR-1311, ESR-1352, ESR1988ICC-ES Reports:PRODUCT CODE APPROVALS TOP CHORDTOP CHORD 87658765 Numbering SystemNumbering SystemGeneral Safety Notes 11 C1-8C1-8 C1-2C1-2 WW 6-4-86-4-8 11 -- 77 C7-8C7-8 TOP CHORDSTOP CHORDS BOTTOM CHORDSBOTTOM CHORDS 22 W2-7W2-7 (Drawings not to scale)dimensions shown in ft-in-sixteenthsdimensions shown in ft-in-sixteenths WEBSWEBS © 2012 MiTek® All Rights Reserved C2-3C2-3 CC WW 66 33 -- -- 77 77 33 W3-6W3-6 CC WW CC 33 44 -- 55 44 -- 66 -- 66 44 C4-5C4-5 TOP CHORDTOP CHORD Damage or Personal InjuryFailure to Follow Could Cause Property ANSI/TPI 1 Quality Criteria.20. Design assumes manufacture in accordance with is not sufficient. and pictures) before use. Reviewing pictures alone19. Review all portions of this design (front, back, words project engineer before use. environmental, health or performance risks. Consult with18. Use of green or treated lumber may pose unacceptable 17. Install and load vertically unless indicated otherwise. approval of an engineer.16. Do not cut or alter truss member or plate without prior15. Connections not shown are the responsibility of others. or less, if no ceiling is installed, unless otherwise noted.14. Bottom chords require lateral bracing at 10 ft. spacing, spacing indicated on design.13. Top chords must be sheathed or purlins provided at specified. in all respects, equal to or better than that 12. Lumber used shall be of the species and size, and indicated are minimum plating requirements.11. Plate type, size, orientation and location dimensions camber for dead load deflection. responsibility of truss fabricator. General practice is to10. Camber is a non-structural consideration and is the use with fire retardant, preservative treated, or green lumber.9. Unless expressly noted, this design is not applicable for shall not exceed 19% at time of fabrication.8. Unless otherwise noted, moisture content of lumber the environment in accord with ANSI/TPI 1.7. Design assumes trusses will be suitably protected from locations are regulated by ANSI/TPI 1. joint and embed fully. Knots and wane at joint6. Place plates on each face of truss at each 5. Cut members to bear tightly against each other. all other interested parties. designer, erection supervisor, property owner and4. Provide copies of this truss design to the building stack materials on inadequately braced trusses.3. Never exceed the design loading shown and never bracing should be considered. may require bracing, or alternative Tor I wide truss spacing, individual lateral braces themselves2. Truss bracing must be designed by an engineer. For diagonal or X-bracing, is always required. See BCSI.1. Additional stability bracing for truss system, e.g. General Safety Notes