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2021.0008 JJ1064785_seals MC2 Approved 06-29-20250 Klug Circle Corona, CA 92880 951-245-9525 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by The Truss Company-Sumner, WA. June 25,2020 Zhao, Xiaoming Pages or sheets covered by this seal: K7929651 thru K7929661 My license renewal date for the state of Washington is September 28, 2021. J1064785 C & E Developments, LLC IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1064785 Truss A01 Truss Type GABLE Qty 2 Ply 1 C & E Developments, LLC Job Reference (optional) K7929651 8.410 s May 22 2020 MiTek Industries, Inc. Thu Jun 25 09:32:01 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:S9s9H2Pm5H1IbQAoC0ypyLz2ng5-05AJrRbJORWcEVlXZSNo8B7QaxlPQtao9_gF4iz2nQS Scale = 1:87.3 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 31 32 33 34 35 36 37 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 103 104 105106 107108 109110 111 113114 115 116 117 118119 120 121 122 123 124 125 126 127 129 130 131 132 133 134 71 72 7374 7576 7778 7980 81 82 83 84 85 86 87 88 89 90 9192 9394 95 96 97 98 99 100101 102 4x12 MT18HS 3x6 5x8 MT18HS 5x6 5x8 MT18HS 3x6 4x12 MT18HS 46-0-0 46-0-0 -1-0-0 1-0-0 23-0-0 23-0-0 46-0-0 23-0-0 47-0-0 1-0-0 0-4-19-11-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [36:0-0-6,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.76 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.13 (loc) 36 36 54 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 MT18HS Weight: 309 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* 10-19,19-28: 2x4 HF No.2 BOT CHORD 2x4 DF No.1&Btr *Except* 48-60: 2x4 HF No.2 OTHERS 2x4 HF Stud *Except* 19-54,18-55,17-56,16-57,15-58,20-53,21-52,22-51,23-50: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-3-8 oc bracing. WEBS 1 Row at midpt 19-54, 18-55, 17-56, 20-53, 21-52 REACTIONS.All bearings 46-0-0. (lb) - Max Horz 2=120(LC 46) Max Uplift All uplift 100 lb or less at joint(s) 54, 55, 56, 57, 58, 59, 61, 62, 63, 64, 65, 66, 67, 68, 53, 52, 51, 50, 49, 47, 46, 45, 44, 43, 42, 41, 40 except 2=-3451(LC 40), 36=-3446(LC 33), 69=-123(LC 127), 70=-113(LC 39), 39=-123(LC 158), 38=-113(LC 40) Max Grav All reactions 250 lb or less at joint(s) except 2=3499(LC 51), 36=3499(LC 50), 54=337(LC 174), 55=341(LC 173), 56=340(LC 172), 57=340(LC 171), 58=340(LC 170), 59=340(LC 169), 61=340(LC 168), 62=340(LC 167), 63=340(LC 166), 64=340(LC 165), 65=340(LC 164), 66=340(LC 163), 67=339(LC 162), 68=345(LC 161), 69=320(LC 160), 70=390(LC 127), 53=341(LC 175), 52=340(LC 176), 51=340(LC 177), 50=340(LC 178), 49=340(LC 179), 47=340(LC 180), 46=340(LC 181), 45=340(LC 182), 44=340(LC 183), 43=340(LC 184), 42=340(LC 185), 41=339(LC 186), 40=345(LC 187), 39=320(LC 188), 38=390(LC 158) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8901/8790, 3-4=-7702/7625, 4-5=-7180/7132, 5-6=-6658/6629, 6-7=-6135/6132, 7-8=-5613/5636, 8-9=-5091/5141, 9-11=-4586/4645, 11-12=-4067/4126, 12-13=-3545/3652, 13-14=-3039/3156, 14-15=-2534/2660, 15-16=-2028/2164, 16-17=-1523/1668, 17-18=-1017/1173, 18-19=-512/672, 19-20=-512/621, 20-21=-1017/1163, 21-22=-1523/1650, 22-23=-2028/2139, 23-24=-2534/2627, 24-25=-3039/3116, 25-26=-3545/3605, 26-27=-4050/4093, 27-29=-4557/4593, 29-30=-5062/5089, 30-31=-5567/5585, 31-32=-6084/6081, 32-33=-6606/6577, 33-34=-7128/7080, 34-35=-7650/7577, 35-36=-8849/8746 BOT CHORD 2-70=-7944/8162, 69-70=-6999/7086, 68-69=-6486/6645, 67-68=-6066/6178, 66-67=-5599/5712, 65-66=-5132/5245, 64-65=-4666/4778, 63-64=-4199/4312, 62-63=-3732/3845, 61-62=-3266/3378, 59-61=-2799/2912, 58-59=-2332/2445, 57-58=-1866/1978, 56-57=-1399/1512, 55-56=-932/1045, 54-55=-466/578, 53-54=-466/578, 52-53=-932/1045, 51-52=-1399/1512, 50-51=-1866/1978, 49-50=-2332/2445, 47-49=-2799/2912, 46-47=-3266/3378, 45-46=-3732/3845, 44-45=-4199/4312, 43-44=-4666/4778, 42-43=-5132/5245, 41-42=-5599/5712, 40-41=-6066/6178, 39-40=-6486/6645, 38-39=-6999/7086, 36-38=-7944/8162 WEBS 19-54=-257/0, 18-55=-265/21, 17-56=-263/34, 16-57=-265/30, 15-58=-268/31, 14-59=-267/30, 13-61=-270/31, 12-62=-273/33, 9-64=-272/31, 8-65=-274/31, Continued on page 2 June 25,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1064785 Truss A01 Truss Type GABLE Qty 2 Ply 1 C & E Developments, LLC Job Reference (optional) K7929651 8.410 s May 22 2020 MiTek Industries, Inc. Thu Jun 25 09:32:05 2020 Page 2 The Truss Company, Sumner, WA - 98390, ID:S9s9H2Pm5H1IbQAoC0ypyLz2ng5-usQqhoeqRg02i63IoIRkI1I6aY6LMhZO4beSDTz2nQO NOTES-(15) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 23.0psf 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 54, 55, 56, 57, 58, 59, 61, 62, 63, 64, 65, 66, 67, 68, 53, 52, 51, 50, 49, 47, 46, 45, 44, 43, 42, 41, 40 except (jt=lb) 2=3451, 36=3446, 69=123, 70=113, 39=123, 38=113. 13) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 14) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 46-0-0 for 350.0 plf. 15) All dimensions given in feet-inches-sixteenths (FFIISS) format. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1064785 Truss A02 Truss Type COMMON Qty 26 Ply 1 C & E Developments, LLC Job Reference (optional) K7929652 8.410 s May 22 2020 MiTek Industries, Inc. Thu Jun 25 09:32:06 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:S9s9H2Pm5H1IbQAoC0ypyLz2ng5-M2_Cu8fSC_8uKGeUM?zzrFrHtyO75zIXIFN?lvz2nQN Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 29 30 31 32 33 34 18 19 20 21 22 23 24 25 26 27 285x6 4x6 4x8 5x6 4x8 3x6 2x4 3x6 3x6 3x6 3x6 3x6 2x4 4x6 5x6 9-7-1 9-7-1 18-6-6 8-11-4 27-5-10 8-11-4 36-4-15 8-11-4 46-0-0 9-7-1 -1-0-0 1-0-0 8-1-3 8-1-3 15-6-10 7-5-6 23-0-0 7-5-6 30-5-6 7-5-6 37-10-13 7-5-6 46-0-0 8-1-3 47-0-0 1-0-0 0-4-19-11-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-2-5,Edge], [10:0-2-5,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.98 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.69 0.16 (loc) 14-15 14-15 10 l/defl >999 >795 n/a L/d 360 240 n/a PLATES MT20 Weight: 202 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E *Except* 13-16: 2x4 DF No.1&Btr WEBS 2x4 HF Stud *Except* 5-17,6-15,6-14,7-12: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-15. REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=-120(LC 15) Max Uplift 2=-158(LC 10), 10=-158(LC 11) Max Grav 2=1903(LC 1), 10=1903(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3979/301, 3-5=-3762/324, 5-6=-2926/257, 6-7=-2926/257, 7-9=-3762/324, 9-10=-3979/301 BOT CHORD 2-17=-327/3567, 15-17=-195/2904, 14-15=-55/2202, 12-14=-76/2904, 10-12=-207/3567 WEBS 3-17=-437/159, 5-17=-96/745, 5-15=-927/210, 6-15=-127/1107, 6-14=-127/1107, 7-14=-927/210, 7-12=-96/745, 9-12=-437/159 NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf 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 = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=158, 10=158. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 25,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1064785 Truss A03 Truss Type COMMON Qty 9 Ply 1 C & E Developments, LLC Job Reference (optional) K7929653 8.410 s May 22 2020 MiTek Industries, Inc. Thu Jun 25 09:32:08 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:S9s9H2Pm5H1IbQAoC0ypyLz2ng5-JR5yJqhikbOcZantTQ?RwgwdHl4aZtkqmZs6qoz2nQL Scale = 1:77.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 28 29 30 31 32 33 17 18 19 20 21 22 23 24 25 26 275x6 4x6 4x8 5x6 4x8 3x6 2x4 3x6 3x6 3x6 3x6 3x6 2x4 4x6 5x6 9-7-1 9-7-1 18-6-6 8-11-4 27-5-10 8-11-4 36-4-15 8-11-4 46-0-0 9-7-1 -1-0-0 1-0-0 8-1-3 8-1-3 15-6-10 7-5-6 23-0-0 7-5-6 30-5-6 7-5-6 37-10-13 7-5-6 46-0-0 8-1-3 0-4-19-11-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-2-5,Edge], [10:0-2-5,Edge], [13:0-2-12,0-1-8], [14:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.98 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.69 0.16 (loc) 13-14 13-14 10 l/defl >999 >794 n/a L/d 360 240 n/a PLATES MT20 Weight: 200 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E *Except* 12-15: 2x4 DF No.1&Btr WEBS 2x4 HF Stud *Except* 5-16,6-14,6-13,7-11: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=124(LC 10) Max Uplift 2=-158(LC 10), 10=-140(LC 11) Max Grav 2=1904(LC 1), 10=1821(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3982/301, 3-5=-3765/324, 5-6=-2929/257, 6-7=-2929/258, 7-9=-3776/328, 9-10=-3994/305 BOT CHORD 2-16=-331/3569, 14-16=-200/2906, 13-14=-59/2204, 11-13=-86/2908, 10-11=-220/3581 WEBS 3-16=-437/159, 5-16=-96/745, 5-14=-916/210, 6-14=-127/1099, 6-13=-128/1109, 7-13=-931/211, 7-11=-99/757, 9-11=-442/160 NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf 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 = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=158, 10=140. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 25,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1064785 Truss A04 Truss Type GABLE Qty 6 Ply 1 C & E Developments, LLC Job Reference (optional) K7929654 8.410 s May 22 2020 MiTek Industries, Inc. Thu Jun 25 09:32:22 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:S9s9H2Pm5H1IbQAoC0ypyLz2ng5-u7xFFcrURu9dFjsZIMFjUdVznOwLrFSu_lFsJ_z2nQ7 Scale = 1:81.8 1 2 3 4 5 6 7 8 9 10 11 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 2625 242322 2120 19 18 1716 15 14 13 12 127 128 129 130 131 132 93 94 95 96 97 98 99 100101 102103104105 106 107108109 110111112 113 114 115 116117118 119 120121122 123 124125 126 5x6 3x6 5x10 6x6 3x4 5x10 4x8 3x8 3x8 4x8 3x6 5x6 5x6 3x6 5x6 3x6 9-7-1 9-7-1 18-6-6 8-11-4 27-5-10 8-11-4 36-4-15 8-11-4 46-0-0 9-7-1 -1-0-0 1-0-0 8-1-3 8-1-3 15-6-10 7-5-6 23-0-0 7-5-6 30-5-6 7-5-6 37-10-13 7-5-6 46-0-0 8-1-3 47-0-0 1-0-0 0-4-19-11-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-2-5,Edge], [5:0-3-12,0-1-8], [6:0-0-10,0-1-8], [7:0-3-12,0-1-8], [10:0-2-5,Edge], [17:0-3-0,0-0-7], [17:0-3-0,0-1-12], [41:0-3-0,0-1-12], [41:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.69 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.06 (loc) 10 11 29 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 373 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 *Except* 4-6,6-8: 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-41,6-33,6-25,7-17: 2x4 DF 2400F 2.0E OTHERS 2x4 HF Stud *Except* 6-29: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-11-14 oc bracing. WEBS 1 Row at midpt 5-41, 5-33, 6-33, 6-25, 7-25, 7-17 REACTIONS.All bearings 46-0-0. (lb) - Max Horz 2=120(LC 47) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 34, 35, 37, 38, 39, 40, 42, 43, 44, 46, 28, 27, 26, 24, 23, 21, 20, 19, 18, 16, 15, 14, 12 except 2=-1462(LC 30), 33=-1032(LC 38), 25=-999(LC 41), 10=-1473(LC 41), 41=-3209(LC 38), 45=-152(LC 75), 17=-3221(LC 41), 13=-152(LC 108) Max Grav All reactions 250 lb or less at joint(s) except 2=1510(LC 51), 33=1250(LC 27), 25=1250(LC 28), 10=1510(LC 50), 29=319(LC 125), 30=318(LC 124), 31=319(LC 123), 32=315(LC 122), 34=317(LC 120), 35=319(LC 119), 37=319(LC 118), 38=319(LC 117), 39=318(LC 116), 40=320(LC 115), 41=3204(LC 51), 42=319(LC 113), 43=316(LC 112), 44=329(LC 111), 45=281(LC 110), 46=391(LC 109), 28=318(LC 126), 27=319(LC 127), 26=315(LC 95), 24=317(LC 130), 23=319(LC 131), 21=319(LC 132), 20=319(LC 133), 19=318(LC 134), 18=320(LC 135), 17=3204(LC 50), 16=319(LC 137), 15=316(LC 138), 14=329(LC 139), 13=281(LC 140), 12=391(LC 141) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3776/3744, 3-5=-2200/2317, 5-6=-1590/1719, 6-7=-1590/1702, 7-9=-2167/2272, 9-10=-3744/3702 BOT CHORD 2-46=-3441/3506, 45-46=-2391/2457, 44-45=-1924/1990, 43-44=-1457/1524, 42-43=-991/1057, 41-42=-524/591, 40-41=-2835/2924, 39-40=-2341/2431, 38-39=-1875/1964, 37-38=-1408/1497, 35-37=-941/1031, 34-35=-475/564, 33-34=-277/366, 32-33=-1541/1668, 31-32=-1393/1520, 30-31=-927/1054, 29-30=-460/587, 28-29=-460/587, 27-28=-927/1054, 26-27=-1393/1520, 25-26=-1542/1668, 24-25=-260/328, 23-24=-457/526, 21-23=-924/992, 20-21=-1391/1459, 19-20=-1857/1926, 18-19=-2324/2392, 17-18=-2818/2886, 16-17=-482/534, 15-16=-949/1000, 14-15=-1416/1467, 13-14=-1868/1934, 12-13=-2349/2400, 10-12=-3399/3450 WEBS 3-41=-480/169, 5-41=-4179/4166, 5-33=-1816/1874, 6-33=-2784/2732, 6-25=-2784/2729, 7-25=-1816/1867, 7-17=-4179/4183, 9-17=-480/169 Continued on page 2 June 25,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1064785 Truss A04 Truss Type GABLE Qty 6 Ply 1 C & E Developments, LLC Job Reference (optional) K7929654 8.410 s May 22 2020 MiTek Industries, Inc. Thu Jun 25 09:32:25 2020 Page 2 The Truss Company, Sumner, WA - 98390, ID:S9s9H2Pm5H1IbQAoC0ypyLz2ng5-JidOueuNkpXC6Ba8zVoQ6F7T1cy22cBKgjUWwJz2nQ4 NOTES-(14) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 23.0psf 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 = 7.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 31, 32, 34, 35, 37, 38, 39, 40, 42, 43, 44, 46, 28, 27, 26, 24, 23, 21, 20, 19, 18, 16, 15, 14, 12 except (jt=lb) 2=1462, 33=1032, 25=999, 10=1473, 41=3209, 45=152, 17=3221, 13=152. 12) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 13) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 46-0-0 for 350.0 plf. 14) All dimensions given in feet-inches-sixteenths (FFIISS) format. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1064785 Truss A05 Truss Type COMMON Qty 3 Ply 1 C & E Developments, LLC Job Reference (optional) K7929655 8.410 s May 22 2020 MiTek Industries, Inc. Thu Jun 25 09:32:26 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:S9s9H2Pm5H1IbQAoC0ypyLz2ng5-nuBm5_u?V7g3kL9KXCKffTghp?Don0LUvND3Slz2nQ3 Scale = 1:76.9 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 28 29 30 31 32 33 17 18 19 20 21 22 23 24 25 26 275x6 4x6 4x8 5x6 4x8 3x6 2x4 3x6 3x6 3x6 3x6 3x6 2x4 4x6 5x6 9-7-1 9-7-1 18-6-6 8-11-4 27-5-10 8-11-4 36-4-15 8-11-4 45-9-0 9-4-1 -1-0-0 1-0-0 8-1-3 8-1-3 15-6-10 7-5-6 23-0-0 7-5-6 30-5-6 7-5-6 37-10-13 7-5-6 45-9-0 7-10-3 0-4-19-11-10-5-55.00 12 Plate Offsets (X,Y)-- [2:0-2-5,Edge], [10:0-2-2,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.98 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.69 0.16 (loc) 13-14 13-14 10 l/defl >999 >796 n/a L/d 360 240 n/a PLATES MT20 Weight: 199 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E *Except* 12-15: 2x4 DF No.1&Btr WEBS 2x4 HF Stud *Except* 5-16,6-14,6-13,7-11: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. REACTIONS. (size)2=0-5-8, 10=Mechanical Max Horz 2=124(LC 14) Max Uplift 2=-158(LC 10), 10=-139(LC 11) Max Grav 2=1901(LC 1), 10=1817(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3974/301, 3-5=-3757/324, 5-6=-2920/257, 6-7=-2917/257, 7-9=-3742/325, 9-10=-3958/301 BOT CHORD 2-16=-331/3562, 14-16=-200/2898, 13-14=-59/2196, 11-13=-85/2893, 10-11=-217/3543 WEBS 3-16=-437/159, 5-16=-96/746, 5-14=-915/210, 6-14=-127/1098, 6-13=-127/1101, 7-13=-922/210, 7-11=-97/733, 9-11=-424/158 NOTES-(10) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf 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 = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=158, 10=139. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 25,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1064785 Truss B01 Truss Type GABLE Qty 1 Ply 1 C & E Developments, LLC Job Reference (optional) K7929656 8.410 s May 22 2020 MiTek Industries, Inc. Thu Jun 25 09:32:28 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:S9s9H2Pm5H1IbQAoC0ypyLz2ng5-jHJWWgwF1kwnzeJjedM7kulBTp5nF9KnMhiAXez2nQ1 Scale = 1:15.0 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 19 20 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 6-0-0 6-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 6-0-0 3-0-0 7-0-0 1-0-0 0-4-11-7-10-4-15.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.18 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 6-0-0. (lb) - Max Horz 2=-20(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) except 2=342(LC 28), 6=342(LC 32), 9=332(LC 38), 10=348(LC 37), 8=348(LC 39) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-295/18, 3-10=-320/35, 5-8=-320/35 NOTES-(12) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 10, 8. 11) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 25,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1064785 Truss B02 Truss Type Common Girder Qty 1 Ply 2 C & E Developments, LLC Job Reference (optional) K7929657 8.410 s May 22 2020 MiTek Industries, Inc. Thu Jun 25 09:32:37 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:S9s9H2Pm5H1IbQAoC0ypyLz2ng5-y0LwPl1uvV2VY1VSg00Ebndi5R5tr5X5RaO8Kcz2nPu Scale = 1:14.0 1 2 3 4 9 10 11 12 13 14 15 16 17 18 19 205x6 5x6 3x8 4x5 THD26 THD26 THD26 3-0-0 3-0-0 6-0-0 3-0-0 3-0-0 3-0-0 6-0-0 3-0-0 0-4-11-7-10-4-15.00 12 Plate Offsets (X,Y)-- [1:0-3-13,0-0-3], [2:0-2-8,0-1-12], [3:0-3-13,0-0-3], [4:0-4-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.26 0.50 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.01 (loc) 4 4 3 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 3=0-5-8 Max Horz 1=15(LC 47) Max Uplift 1=-268(LC 10), 3=-211(LC 11) Max Grav 1=3304(LC 1), 3=2588(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4336/352, 2-3=-4336/353 BOT CHORD 1-4=-312/4011, 3-4=-312/4011 WEBS 2-4=-234/3034 NOTES-(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 0-2-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-2-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 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 23.0psf 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) except (jt=lb) 1=268, 3=211. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 10) Use USP THD26 (With 18-16d nails into Girder & 12-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-7-4 from the left end to 4-7-4 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Continued on page 2 June 25,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1064785 Truss B02 Truss Type Common Girder Qty 1 Ply 2 C & E Developments, LLC Job Reference (optional) K7929657 8.410 s May 22 2020 MiTek Industries, Inc. Thu Jun 25 09:32:38 2020 Page 2 The Truss Company, Sumner, WA - 98390, ID:S9s9H2Pm5H1IbQAoC0ypyLz2ng5-QCvIc52XgpAMAB4eEjXT8?9trrR6aYnFfE7it2z2nPt LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66, 2-3=-66, 1-3=-14 Concentrated Loads (lb) Vert: 15=-1806(B) 17=-1803(B) 19=-1803(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1064785 Truss C01 Truss Type GABLE Qty 1 Ply 1 C & E Developments, LLC Job Reference (optional) K7929658 8.410 s May 22 2020 MiTek Industries, Inc. Thu Jun 25 09:32:39 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:S9s9H2Pm5H1IbQAoC0ypyLz2ng5-vPTgqQ39R6IDoLfqoR3igCi4gFjuJ5vOuutFPVz2nPs Scale: 1/2"=1' 1 2 3 4 5 6 17 18 19 20 15 16 4x4 4x4 5x8 3x4 3x4 3x4 3x4 5-0-0 5-0-0 10-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 11-0-0 1-0-0 0-4-53-3-50-4-57.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-8], [4:0-1-0,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.72 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.14 0.01 (loc) 2-6 2-6 4 l/defl >999 >839 n/a L/d 360 240 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 4=0-5-8 Max Horz 2=59(LC 9) Max Uplift 2=-45(LC 10), 4=-46(LC 11) Max Grav 2=463(LC 1), 4=463(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-470/24, 3-4=-471/23 BOT CHORD 2-6=0/388, 4-6=0/389 WEBS 3-6=0/381 NOTES-(12) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 11) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 25,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1064785 Truss D01 Truss Type GABLE Qty 1 Ply 1 C & E Developments, LLC Job Reference (optional) K7929659 8.410 s May 22 2020 MiTek Industries, Inc. Thu Jun 25 09:32:40 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:S9s9H2Pm5H1IbQAoC0ypyLz2ng5-Nb131m3nCQQ4PUE1L8axDQFG2f902ZOY7Ycpxxz2nPr Scale = 1:18.0 1 2 3 4 5 6 9 10 11 12 7 8 4x4 4x4 5x8 3x4 1.5x4 2-8-12 2-8-12 5-5-8 2-8-12 -1-0-0 1-0-0 2-8-12 2-8-12 5-5-8 2-8-12 6-5-8 1-0-0 0-4-72-2-50-4-78.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-11], [4:0-1-4,0-1-11] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.34 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.00 (loc) 2-6 2-6 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 4=0-5-8 Max Horz 2=41(LC 9) Max Uplift 2=-33(LC 10), 4=-33(LC 11) Max Grav 2=395(LC 26), 4=395(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-346/10, 3-4=-345/9 BOT CHORD 2-6=0/275, 4-6=0/276 WEBS 3-6=0/338 NOTES-(11) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 25,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1064785 Truss E01 Truss Type GABLE Qty 1 Ply 1 C & E Developments, LLC Job Reference (optional) K7929660 8.410 s May 22 2020 MiTek Industries, Inc. Thu Jun 25 09:32:41 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:S9s9H2Pm5H1IbQAoC0ypyLz2ng5-rnbRF64PzkYx1epDvs5AmdnOV2MOn?KhLCMMTNz2nPq Scale = 1:27.9 1 2 3 4 5 6 21 22 23 24 19 20 4x4 4x4 5x8 3x4 3x4 3x4 3x4 5-9-0 5-9-0 11-6-0 5-9-0 -1-0-0 1-0-0 5-9-0 5-9-0 11-6-0 5-9-0 12-6-0 1-0-0 0-4-74-2-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-13], [4:0-0-12,0-1-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.85 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.21 0.01 (loc) 4-6 4-6 4 l/defl >831 >628 n/a L/d 360 240 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. REACTIONS. (size)2=0-5-8, 4=0-5-8 Max Horz 2=-76(LC 8) Max Uplift 2=-48(LC 10), 4=-48(LC 11) Max Grav 2=523(LC 1), 4=523(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-504/31, 3-4=-503/30 BOT CHORD 2-6=0/358, 4-6=0/359 WEBS 3-6=0/395 NOTES-(12) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 11) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 25,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1064785 Truss V01 Truss Type GABLE Qty 1 Ply 1 C & E Developments, LLC Job Reference (optional) K7929661 8.410 s May 22 2020 MiTek Industries, Inc. Thu Jun 25 09:32:42 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:S9s9H2Pm5H1IbQAoC0ypyLz2ng5-Jz9pSS51k1hofoOPTZcPIrKYISraWUkras5v0qz2nPp Scale = 1:16.4 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 16 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 8-10-0 8-10-0 4-5-0 4-5-0 8-10-0 4-5-0 0-0-42-2-80-0-46.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.27 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-10-0. (lb) - Max Horz 1=-23(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7, 8, 6 Max Grav All reactions 250 lb or less at joint(s) except 1=330(LC 27), 5=330(LC 31), 7=312(LC 37), 8=377(LC 36), 6=377(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-274/51, 2-8=-338/63, 4-6=-338/63 NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 8, 6. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 25,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths