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Tahoma Terra COFFEE Truss Calculations400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 MiTek, 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 (Sacramento, CA). July 31,2023 Zhao, Xiaoming Pages or sheets covered by this seal: R77574727 thru R77574743 My license renewal date for the state of Washington is September 28, 2023. J1145591 The Keimig Associates 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. 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss A01 Truss Type Scissor Structural Qty 1 Ply 1 The Keimig Associates Job Reference (optional) R77574727 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:04 2023 Page 1 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:52.3 1 2 3 4 5 8 7 6 34 35 36 37 38 39 40 41 42 4x8 4x8 MT18HS 3x4 5x6 6x6 5x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-2-8 6-2-8 12-0-0 5-9-8 20-0-0 8-0-0 -1-6-0 1-6-0 6-2-8 6-2-8 12-0-0 5-9-8 20-0-0 8-0-0 0-6-148-6-141-6-141-8-03-1-118.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-1-12,Edge], [3:0-1-12,0-1-8], [5:0-2-12,0-2-0], [6:0-1-4,0-0-4], [7:0-4-0,0-3-4], [13:0-1-9,0-0-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.92 0.84 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.43 0.18 (loc) 6-7 6-7 6 l/defl >912 >558 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 135 lb FT = 20% GRIP 185/148 220/195 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* 5-7: 2x4 HF No.2 OTHERS 2x4 DF Stud WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-5-8, 6=0-5-8 Max Horz 2=155(LC 43) Max Uplift 2=-531(LC 48), 6=-369(LC 49) Max Grav 2=1251(LC 33), 6=1042(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3615/1884, 3-4=-2283/1095, 4-5=-2342/1014, 5-6=-1070/440 BOT CHORD 2-8=-1721/3136, 7-8=-959/2516, 6-7=-1021/1185 WEBS 3-8=0/382, 3-7=-859/491, 4-7=-238/1386, 5-7=-780/1679 NOTES-(17) 1) Wind: ASCE 7-16; 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 and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 19-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 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. 11) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=531, 6=369. 13) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 July 31,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss A01 Truss Type Scissor Structural Qty 1 Ply 1 The Keimig Associates Job Reference (optional) R77574727 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:04 2023 Page 2 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f NOTES-(17) 14) 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. 15) This truss has been designed for a total drag load of 2500 lb. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-0-0 for 125.0 plf. 16) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 17) All dimensions given in feet-inches-sixteenths (FFIISS) format. 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss A02 Truss Type Scissor Qty 4 Ply 1 The Keimig Associates Job Reference (optional) R77574728 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:06 2023 Page 1 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:51.9 1 2 3 4 5 8 7 6 12 13 14 15 16 17 18 19 20 5x6 4x8 MT18HS 3x4 1.5x4 5x6 6x6 5x8 6-2-8 6-2-8 12-0-0 5-9-8 20-0-0 8-0-0 -1-6-0 1-6-0 6-2-8 6-2-8 12-0-0 5-9-8 20-0-0 8-0-0 0-6-148-6-141-6-141-8-03-1-118.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [3:0-1-12,0-1-8], [5:0-2-12,0-2-0], [6:0-1-4,0-0-4], [7:0-4-0,0-3-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.92 0.84 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.43 0.18 (loc) 6-7 6-7 6 l/defl >912 >558 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 110 lb FT = 20% GRIP 185/148 220/195 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* 5-7: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-5-8, 6=0-5-8 Max Horz 2=155(LC 11) Max Uplift 2=-63(LC 14), 6=-31(LC 14) Max Grav 2=1058(LC 21), 6=919(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2756/219, 3-4=-1790/117, 4-5=-1780/113, 5-6=-949/83 BOT CHORD 2-8=-255/2347, 7-8=-255/2369, 6-7=-41/422 WEBS 3-8=0/382, 3-7=-773/209, 4-7=-19/1341, 5-7=-35/1270 NOTES-(13) 1) Wind: ASCE 7-16; 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 and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 19-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 31,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss A03 Truss Type Scissor Qty 4 Ply 1 The Keimig Associates Job Reference (optional) R77574729 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:08 2023 Page 1 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:51.9 1 2 3 4 5 6 7 10 9 8 18 19 20 21 22 23 24 25 26 27 28 29 5x6 6x12 5x6 5x6 3x4 1.5x4 5x8 3x4 1.5x4 6-2-8 6-2-8 12-0-0 5-9-8 17-9-8 5-9-8 22-0-0 4-2-8 -1-6-0 1-6-0 6-2-8 6-2-8 12-0-0 5-9-8 17-9-8 5-9-8 22-0-0 4-2-8 0-6-148-6-141-0-140-10-03-11-118.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [3:0-1-12,0-1-8], [5:0-1-12,0-1-8], [7:0-4-12,0-2-3], [9:0-3-12,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.26 0.99 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.35 0.25 (loc) 8-9 8-9 7 l/defl >999 >750 n/a L/d 360 240 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 DF No.1&Btr *Except* 7-9: 2x4 HF No.2 WEBS 2x4 DF Stud SLIDER Right 2x8 DF SS 2-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)7=0-5-8, 2=0-5-8 Max Horz 2=143(LC 11) Max Uplift 7=-37(LC 15), 2=-67(LC 14) Max Grav 7=1013(LC 22), 2=1139(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3049/224, 3-4=-2152/100, 4-5=-2095/121, 5-7=-2278/92 BOT CHORD 2-10=-255/2600, 9-10=-257/2624, 8-9=-51/1907, 7-8=-42/1866 WEBS 3-10=0/382, 3-9=-697/209, 4-9=-41/1721, 5-9=-219/312, 5-8=0/338 NOTES-(12) 1) Wind: ASCE 7-16; 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 and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 22-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 16.0 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. 7) Bearing at joint(s) 7, 2 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) 7, 2. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 31,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss B01 Truss Type GABLE Qty 1 Ply 1 The Keimig Associates Job Reference (optional) R77574730 8.700 s Feb 21 2023 MiTek Industries, Inc. Tue Aug 1 08:38:19 2023 Page 1 The Truss Co., Burlington, WA, 98233 ID:?gf_KgpWIAOMdygQYawoQGyu7AI-oypVn2fgajh?KDsLEaTVgUhs5pPNyAuC6gYkp8ysRBo Scale = 1:54.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 6x6 5x12 5x6 3x6 5x8 5x10 4x4 4x4 3x4 3x4 4x4 2x4 3x8 3x6 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-5-8 2-5-8 8-2-12 5-9-4 14-0-0 5-9-4 18-10-4 4-10-4 24-0-0 5-1-12 -3-0-0 3-0-0 2-5-8 2-5-8 8-2-12 5-9-4 14-0-0 5-9-4 18-10-4 4-10-4 24-0-0 5-1-12 3-10-148-6-141-0-140-10-03-11-114.00 12 8.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [3:0-2-0,0-0-4], [6:0-2-9,0-3-0], [7:0-1-12,0-1-8], [9:0-5-15,0-0-11], [11:0-4-8,0-3-0], [13:0-3-0,0-2-8], [23:0-1-10,0-0-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.42 0.84 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.27 0.12 (loc) 11-12 11-12 9 l/defl >999 >955 n/a L/d 360 240 n/a PLATES MT20 Weight: 195 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 16-17,17-18,18-19,5-19: 2x6 DF SS OTHERS 2x4 DF Stud SLIDER Right 2x8 DF SS 2-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 17 REACTIONS.All bearings 2-5-8 except (jt=length) 9=0-5-8. (lb) - Max Horz 15=160(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9, 13 except 15=-1036(LC 22), 14=-245(LC 47) Max Grav All reactions 250 lb or less at joint(s) except 9=861(LC 22), 13=2453(LC 1), 13=2453(LC 1), 14=285(LC 53) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-16/723, 3-4=-724/114, 4-5=-1233/122, 5-6=-1190/130, 6-7=-1456/135, 7-9=-1895/186, 2-15=-12/1035 BOT CHORD 12-13=-817/112, 11-12=-74/727, 10-11=-105/1591, 9-10=-102/1566 WEBS 13-16=-1021/86, 3-16=-1048/92, 3-17=-58/1382, 12-17=-60/1407, 12-18=-853/95, 4-18=-841/94, 4-19=0/758, 11-19=0/799, 6-11=-12/772, 7-11=-323/169, 7-10=0/347, 2-13=-1225/114 NOTES-(17) 1) Wind: ASCE 7-16; 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 and C-C Exterior(2E) -3-0-0 to 0-1-12, Interior(1) 0-1-12 to 14-0-0, Exterior(2R) 14-0-0 to 17-0-0, Interior(1) 17-0-0 to 24-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 20.0 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) All bearings are assumed to be HF No.2 crushing capacity of 405 psi. 11) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 July 31,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss B01 Truss Type GABLE Qty 1 Ply 1 The Keimig Associates Job Reference (optional) R77574730 8.700 s Feb 21 2023 MiTek Industries, Inc. Tue Aug 1 08:38:19 2023 Page 2 The Truss Co., Burlington, WA, 98233 ID:?gf_KgpWIAOMdygQYawoQGyu7AI-oypVn2fgajh?KDsLEaTVgUhs5pPNyAuC6gYkp8ysRBo NOTES-(17) 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 13 except (jt=lb) 15=1036, 14=245. 13) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14) 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. 15) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 16) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 17) All dimensions given in feet-inches-sixteenths (FFIISS) format. 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss B02 Truss Type Roof Special Qty 2 Ply 1 The Keimig Associates Job Reference (optional) R77574731 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:12 2023 Page 1 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:50.4 1 2 3 4 5 6 7 8 13 12 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 30 31 7x8 5x12 5x6 3x4 6x8 5x10 4x4 4x4 3x4 3x4 1.5x4 4x4 2-5-8 2-5-8 8-2-12 5-9-4 14-0-0 5-9-4 18-10-4 4-10-4 24-0-0 5-1-12 -3-0-0 3-0-0 2-5-8 2-5-8 8-2-12 5-9-4 14-0-0 5-9-4 18-10-4 4-10-4 24-0-0 5-1-12 3-10-148-6-141-0-140-10-03-11-114.00 12 8.00 12 5.00 12 Plate Offsets (X,Y)-- [5:0-4-9,0-3-4], [6:0-1-12,0-1-8], [8:0-5-15,Edge], [10:0-4-8,0-3-0], [12:0-3-4,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.27 0.95 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.31 0.19 (loc) 10-11 10-11 8 l/defl >999 >911 n/a L/d 360 240 n/a PLATES MT20 Weight: 151 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud SLIDER Right 2x8 DF SS 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)8=0-5-8, 13=0-5-8 Max Horz 13=160(LC 11) Max Uplift 8=-39(LC 15), 13=-148(LC 10) Max Grav 8=1071(LC 22), 13=1354(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-580/111, 3-4=-1744/184, 4-5=-2046/179, 5-6=-2283/191, 6-8=-2483/231, 2-13=-1340/217 BOT CHORD 11-12=-99/525, 10-11=-94/1754, 9-10=-143/2092, 8-9=-140/2064 WEBS 3-12=-868/82, 3-11=-54/1194, 4-11=-709/92, 4-10=0/574, 5-10=-58/1417, 6-9=0/341, 2-12=-31/904 NOTES-(12) 1) Wind: ASCE 7-16; 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 and C-C Exterior(2E) -3-0-0 to 0-1-12, Interior(1) 0-1-12 to 14-0-0, Exterior(2R) 14-0-0 to 17-0-0, Interior(1) 17-0-0 to 24-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 20.0 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. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 13=148. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format.July 31,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss B03 Truss Type ROOF SPECIAL Qty 1 Ply 1 The Keimig Associates Job Reference (optional) R77574732 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:14 2023 Page 1 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:52.9 1 2 3 4 5 6 13 12 11 10 9 8 7 18 19 20 21 22 23 24 25 26 27 28 6x6 3x8 3x6 5x8 MT18HS 6x12 4x4 4x4 3x4 3x4 2x4 4x4 2-5-8 2-5-8 8-2-12 5-9-4 14-0-0 5-9-4 19-6-9 5-6-9 25-4-0 5-9-7 -3-0-0 3-0-0 2-5-8 2-5-8 8-2-12 5-9-4 14-0-0 5-9-4 19-6-9 5-6-10 25-4-0 5-9-7 3-10-148-6-140-8-90-3-114-6-14.00 12 8.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-2-0], [3:0-2-0,0-1-12], [5:0-2-13,0-2-12], [6:0-1-12,0-1-8], [7:0-0-14,0-0-7], [9:0-5-12,0-3-4], [10:0-2-0,0-1-12], [11:0-3-0,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.48 0.79 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.25 0.12 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 161 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 HF No.2 *Except* 7-9: 2x6 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)7=0-6-4, 13=0-5-8, 11=(0-3-8 + bearing block) (req. 0-4-4) Max Horz 13=161(LC 11) Max Uplift 7=-51(LC 15), 13=-1118(LC 22), 11=-93(LC 14) Max Grav 7=911(LC 22), 11=2594(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12/776, 3-4=-752/114, 4-5=-1408/121, 5-6=-1639/122, 6-7=-2392/208, 2-13=-5/1111 BOT CHORD 10-11=-852/131, 9-10=-79/730, 8-9=-129/2052, 7-8=-126/2006 WEBS 3-11=-1093/86, 3-10=-56/1445, 4-10=-892/93, 4-9=0/911, 5-9=0/854, 6-9=-615/209, 6-8=-12/322, 2-11=-1304/107 NOTES-(15) 1) 2x4 HF No.2 bearing block 12" long at jt. 11 attached to front face with 2 rows of 10d (0.131"x3") nails spaced 3" o.c. 8 Total fasteners. Bearing is assumed to be HF No.2. 2) Wind: ASCE 7-16; 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 and C-C Exterior(2E) -3-0-0 to 0-1-12, Interior(1) 0-1-12 to 14-0-0, Exterior(2R) 14-0-0 to 17-0-0, Interior(1) 17-0-0 to 25-0-14 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) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 20.0 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) 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 11 except (jt=lb) 13=1118. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. Continued on page 2 July 31,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss B03 Truss Type ROOF SPECIAL Qty 1 Ply 1 The Keimig Associates Job Reference (optional) R77574732 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:15 2023 Page 2 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f NOTES-(15) 13) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 14) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 15) All dimensions given in feet-inches-sixteenths (FFIISS) format. 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss B04 Truss Type Roof Special Qty 1 Ply 1 The Keimig Associates Job Reference (optional) R77574733 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:16 2023 Page 1 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:52.8 1 2 3 4 5 6 7 8 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 6x6 3x6 5x8 MT18HS 5x10 5x6 4x4 4x4 4x4 3x4 1.5x4 4x6 2-5-8 2-5-8 8-2-12 5-9-4 14-0-0 5-9-4 19-9-8 5-9-8 26-0-0 6-2-8 -3-0-0 3-0-0 2-5-8 2-5-8 8-2-12 5-9-4 14-0-0 5-9-4 19-9-8 5-9-8 26-0-0 6-2-8 27-6-0 1-6-0 3-10-148-6-140-6-144-9-114.00 12 8.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-2-0,0-1-12], [5:0-3-1,0-2-12], [6:0-1-12,0-1-8], [7:0-2-2,Edge], [10:0-4-12,0-3-4], [11:0-2-0,0-1-12], [12:0-5-4,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.60 0.82 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.30 0.16 (loc) 10-11 9-10 7 l/defl >999 >948 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 158 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 HF No.2 *Except* 7-10: 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)13=0-5-8, 12=0-3-8 (req. 0-4-15), 7=0-5-8 Max Horz 13=167(LC 13) Max Uplift 13=-1476(LC 22), 12=-55(LC 14), 7=-84(LC 15) Max Grav 12=2997(LC 1), 7=1025(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/963, 3-4=-664/113, 4-5=-1405/64, 5-6=-1634/56, 6-7=-2639/166, 2-13=0/1466 BOT CHORD 11-12=-1043/148, 10-11=-88/639, 9-10=-67/2264, 7-9=-66/2245 WEBS 3-12=-1139/75, 3-11=-33/1504, 4-11=-934/76, 4-10=0/1027, 5-10=0/835, 6-10=-812/239, 6-9=0/390, 2-12=-1620/41 NOTES-(15) 1) Wind: ASCE 7-16; 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 and C-C Exterior(2E) -3-0-0 to 0-1-12, Interior(1) 0-1-12 to 14-0-0, Exterior(2R) 14-0-0 to 17-0-0, Interior(1) 17-0-0 to 27-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 9) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7 except (jt=lb) 13=1476. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Continued on page 2 July 31,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss B04 Truss Type Roof Special Qty 1 Ply 1 The Keimig Associates Job Reference (optional) R77574733 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:16 2023 Page 2 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f NOTES-(15) 14) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 15) All dimensions given in feet-inches-sixteenths (FFIISS) format. 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss B05 Truss Type GABLE Qty 1 Ply 1 The Keimig Associates Job Reference (optional) R77574734 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:18 2023 Page 1 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:52.8 1 2 3 4 5 6 7 8 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 6x6 3x6 5x8 MT18HS 5x10 5x6 4x4 4x4 4x4 3x4 1.5x4 4x6 2-5-8 2-5-8 8-2-12 5-9-4 14-0-0 5-9-4 19-9-8 5-9-8 26-0-0 6-2-8 -3-0-0 3-0-0 2-5-8 2-5-8 8-2-12 5-9-4 14-0-0 5-9-4 19-9-8 5-9-8 26-0-0 6-2-8 27-6-0 1-6-0 3-10-148-6-140-6-144-9-114.00 12 8.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-2-0,0-1-12], [5:0-3-1,0-2-12], [6:0-1-12,0-1-8], [7:0-2-2,Edge], [10:0-4-12,0-3-4], [11:0-2-0,0-1-12], [12:0-5-4,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.60 0.82 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.30 0.16 (loc) 10-11 9-10 7 l/defl >999 >948 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 158 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 HF No.2 *Except* 7-10: 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)13=0-5-8, 12=0-3-8 (req. 0-4-15), 7=0-5-8 Max Horz 13=167(LC 13) Max Uplift 13=-1476(LC 22), 12=-55(LC 14), 7=-84(LC 15) Max Grav 12=2997(LC 1), 7=1025(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/963, 3-4=-664/113, 4-5=-1405/64, 5-6=-1634/56, 6-7=-2639/166, 2-13=0/1466 BOT CHORD 11-12=-1043/148, 10-11=-88/639, 9-10=-67/2264, 7-9=-66/2245 WEBS 3-12=-1139/75, 3-11=-33/1504, 4-11=-934/76, 4-10=0/1027, 5-10=0/835, 6-10=-812/239, 6-9=0/390, 2-12=-1620/41 NOTES-(15) 1) Wind: ASCE 7-16; 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 and C-C Exterior(2E) -3-0-0 to 0-1-12, Interior(1) 0-1-12 to 14-0-0, Exterior(2R) 14-0-0 to 17-0-0, Interior(1) 17-0-0 to 27-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 9) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7 except (jt=lb) 13=1476. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Continued on page 2 July 31,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss B05 Truss Type GABLE Qty 1 Ply 1 The Keimig Associates Job Reference (optional) R77574734 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:18 2023 Page 2 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f NOTES-(15) 14) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 15) All dimensions given in feet-inches-sixteenths (FFIISS) format. 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss BP1 Truss Type Flat Supported Gable Qty 5 Ply 1 The Keimig Associates Job Reference (optional) R77574735 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:19 2023 Page 1 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:22.9 1 2 4 3 5 6 3x4 4x4 3x4 3x4 1-10-8 1-10-8 1-10-8 1-10-8 3-10-14LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.22 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=1-10-8, 3=1-10-8 Max Horz 4=-87(LC 10) Max Uplift 4=-103(LC 10), 3=-103(LC 11) Max Grav 4=332(LC 30), 3=332(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-316/247, 2-3=-316/49 NOTES-(13) 1) Wind: ASCE 7-16; 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 and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 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) except (jt=lb) 4=103, 3=103. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 31,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss BP2 Truss Type Flat Qty 5 Ply 1 The Keimig Associates Job Reference (optional) R77574736 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:21 2023 Page 1 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:11.5 1 2 4 3 5 6 3x4 4x4 3x4 3x4 1-10-8 1-10-8 1-10-8 1-10-8 1-8-8LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.22 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=1-10-8, 3=1-10-8 Max Horz 4=-33(LC 10) Max Uplift 4=-20(LC 10), 3=-20(LC 11) Max Grav 4=332(LC 30), 3=332(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-316/73, 2-3=-316/49 NOTES-(10) 1) Wind: ASCE 7-16; 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 and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 4, 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. July 31,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss BP3 Truss Type Flat Qty 5 Ply 1 The Keimig Associates Job Reference (optional) R77574737 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:22 2023 Page 1 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:8.9 1 2 4 3 5 6 3x4 3x4 3x4 3x4 1-10-8 1-10-8 1-10-8 1-10-8 1-2-8LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=1-10-8, 3=1-10-8 Max Horz 4=-21(LC 10) Max Uplift 4=-12(LC 10), 3=-12(LC 11) Max Grav 4=332(LC 30), 3=332(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-315/54, 2-3=-315/54 NOTES-(10) 1) Wind: ASCE 7-16; 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 and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 4, 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. July 31,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss BP4 Truss Type Flat Qty 1 Ply 1 The Keimig Associates Job Reference (optional) R77574738 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:23 2023 Page 1 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:8.9 1 2 4 3 5 6 3x4 3x4 3x4 3x4 1-2-8 1-2-8 1-2-8 1-2-8 1-2-8LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.04 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=1-2-8, 3=1-2-8 Max Horz 4=-21(LC 10) Max Uplift 4=-13(LC 10), 3=-13(LC 11) Max Grav 4=318(LC 30), 3=318(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-307/37, 2-3=-307/37 NOTES-(10) 1) Wind: ASCE 7-16; 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 and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 4, 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. July 31,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss C01 Truss Type Monopitch Qty 1 Ply 1 The Keimig Associates Job Reference (optional) R77574739 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:24 2023 Page 1 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:50.3 1 2 3 4 6 5 11 12 13 14 15 7 3x4 3x8 3x4 3x4 1.5x4 6-2-9 6-2-9 12-3-10 6-1-1 -1-6-0 1-6-0 6-2-9 6-2-9 12-3-10 6-1-1 0-6-148-9-47-11-120-9-83-11-84-9-128.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-1-10,0-0-11], [3:0-1-12,0-1-8], [5:0-2-4,0-2-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.43 0.75 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.25 -0.36 (loc) 5-6 5-6 7 l/defl >900 >595 n/a L/d 360 240 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* 4-7: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-7 REACTIONS. (size)2=0-5-8, 7=0-3-8 Max Horz 2=214(LC 11) Max Uplift 2=-31(LC 14), 7=-88(LC 14) Max Grav 2=701(LC 21), 7=711(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1471/134, 5-7=-711/178, 4-5=-355/86 BOT CHORD 2-6=-425/1240, 5-6=-429/1238 WEBS 3-6=0/418, 3-5=-1133/255 NOTES-(12) 1) Wind: ASCE 7-16; 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 and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 12-1-14 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) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 16.0 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. 7) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). July 31,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss C02 Truss Type Monopitch Qty 1 Ply 1 The Keimig Associates Job Reference (optional) R77574740 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:25 2023 Page 1 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:45.4 1 2 3 4 5 8 7 6 12 13 14 15 16 5x6 3x4 1.5x4 2x4 3x6 5-9-15 5-9-15 11-4-8 5-6-9 11-5-0 0-0-8 11-6-8 0-1-8 -1-6-0 1-6-0 5-9-15 5-9-15 11-4-8 5-6-9 11-5-0 0-0-8 11-6-8 0-1-8 0-6-148-3-38.00 12 Plate Offsets (X,Y)-- [2:0-0-8,Edge], [3:0-1-12,0-1-8], [7:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.19 0.84 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.20 0.01 (loc) 7-8 7-8 7 l/defl >933 >666 n/a L/d 360 240 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 4-7: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-5-8, 7=Mechanical Max Horz 2=224(LC 14) Max Uplift 7=-117(LC 14) Max Grav 2=657(LC 21), 7=700(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-664/0 BOT CHORD 2-8=-109/487, 7-8=-109/487 WEBS 3-8=0/423, 4-7=-347/80, 3-7=-608/136 NOTES-(12) 1) Wind: ASCE 7-16; 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 and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 11-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 16.0 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. 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) 7=117. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 31,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss C03 Truss Type Monopitch Qty 1 Ply 1 The Keimig Associates Job Reference (optional) R77574741 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:27 2023 Page 1 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:43.8 1 2 3 4 5 8 7 6 12 13 14 15 16 5x6 3x4 1.5x4 3x6 2x4 5-7-2 5-7-2 10-10-15 5-3-12 11-0-15 0-2-0 -1-6-0 1-6-0 5-7-2 5-7-2 10-10-15 5-3-12 11-0-15 0-2-0 0-6-147-11-88.00 12 Plate Offsets (X,Y)-- [2:0-0-8,Edge], [3:0-1-12,0-1-8], [7:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.18 0.80 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.18 0.01 (loc) 7-8 7-8 7 l/defl >999 >729 n/a L/d 360 240 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 4-7: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-5-8, 7=Mechanical Max Horz 2=216(LC 14) Max Uplift 7=-113(LC 14) Max Grav 2=638(LC 21), 7=677(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-639/0 BOT CHORD 2-8=-108/469, 7-8=-108/469 WEBS 3-8=0/417, 4-7=-345/80, 3-7=-586/136 NOTES-(12) 1) Wind: ASCE 7-16; 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 and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 11-0-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 16.0 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. 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) 7=113. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 31,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss C04 Truss Type GABLE Qty 1 Ply 1 The Keimig Associates Job Reference (optional) R77574742 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:29 2023 Page 1 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:44.5 1 2 3 4 5 14 13 12 11 10 9 7 6 27 28 29 30 31 32 33 34 35 8 36 4x4 3x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 5-4-6 5-4-6 8-8-7 3-4-1 10-5-6 1-8-15 10-7-6 0-2-0 -1-6-0 1-6-0 5-4-6 5-4-6 10-5-6 5-1-0 10-7-6 0-2-0 0-6-147-7-138.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-0-0], [3:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.16 0.23 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.All bearings 8-8-7 except (jt=length) 7=Mechanical, 8=0-3-8. (lb) - Max Horz 2=208(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 11, 7, 14, 13, 12, 10 except 9=-160(LC 45), 8=-117(LC 57) Max Grav All reactions 250 lb or less at joint(s) except 2=391(LC 37), 11=423(LC 21), 7=456(LC 57), 14=348(LC 49), 13=321(LC 50), 12=329(LC 51), 10=328(LC 53), 9=310(LC 44), 8=385(LC 45), 2=289(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-398/113, 4-7=-344/80 NOTES-(15) 1) Wind: ASCE 7-16; 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 and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 10-7-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7, 14, 13, 12, 10 except (jt=lb) 9=160, 8=117. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 15) All dimensions given in feet-inches-sixteenths (FFIISS) format.July 31,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job J1145591 Truss C05 Truss Type Roof Special Qty 1 Ply 1 The Keimig Associates Job Reference (optional) R77574743 8.710 s May 19 2023 MiTek Industries, Inc. Mon Jul 31 10:26:31 2023 Page 1 The Truss Company (Sacramento, CA), Sacramento, CA - 95828, ID:?gf_KgpWIAOMdygQYawoQGyu7AI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:52.2 1 2 3 4 5 8 7 6 13 14 15 16 17 18 19 20 9 6x6 4x4 3x8 5x8 3x4 3x4 1.5x4 6-2-8 6-2-8 12-0-0 5-9-8 12-9-2 0-9-2 -1-6-0 1-6-0 6-2-8 6-2-8 12-0-0 5-9-8 12-9-2 0-9-2 0-6-148-6-147-6-50-9-83-8-80-2-68.00 12 4.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-1-10,0-0-11], [3:0-1-12,0-1-8], [4:0-2-5,0-3-0], [7:0-2-8,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.56 0.74 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.24 -0.27 (loc) 7-8 7-8 9 l/defl >978 >640 n/a L/d 360 240 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 HF No.2 *Except* 2-7: 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* 5-9: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-5-8, 9=0-3-8 Max Horz 2=204(LC 11) Max Uplift 2=-36(LC 14), 9=-81(LC 14) Max Grav 2=682(LC 21), 9=564(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1361/203, 6-9=-564/239, 5-6=-562/295 BOT CHORD 2-8=-520/1154, 7-8=-523/1149 WEBS 3-8=0/414, 3-7=-936/292, 4-7=-265/90, 5-7=-273/523 NOTES-(12) 1) Wind: ASCE 7-16; 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 and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 12-0-0, Exterior(2E) 12-0-0 to 12-7-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 20.0 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. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). July 31,2023 LATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber/letter 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.21. The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2023 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 1/2/2023edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1988, ESR-2362, ESR-2685, ESR-3282ESR-4722, ESL-1388JOINTS 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- 2/1PLATE LOCATION AND ORIENTATION *Plate location details available in MiTek software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-22: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing, Restraining & 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-sixteenthsLJoint IDtyp.